Updated on 2024/06/24

写真a

 
TANIGUCHI Yoshiya
 
Organization
Graduate School of Engineering Division of Urban Engineering Professor
School of Engineering Department of Architecture and Building Engineering
Title
Professor
Affiliation
Institute of Engineering
Homepage
https://www.omu.ac.jp/eng/arch/
Affiliation campus
Sugimoto Campus

Position

  • Graduate School of Engineering Division of Urban Engineering 

    Professor  2022.04 - Now

  • School of Engineering Department of Architecture and Building Engineering 

    Professor  2022.04 - Now

Degree

  • Doctor of Engineering （ Osaka City University ）

Research Areas

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Building structures and materials  / Building Structure and Materials

Research Interests

  • Timber structures, Strength properties, Nonlinear behavior of stress strain curves

  • Spatial lattice structure, Static load-carrying capacity, Seismic resistant capacity

Research subject summary

  • The elasto - plastic behavior of static and dynamic responses are focused for spatial lattice structures, which are subjected to vertical or horizontal loads. The purpose is to make clear the relationship between seismic responses and static responses from the view point of input strain energy properties after and before yielding, and to estimate bearable seismic levels with the information of static elasto - plastic behaviors. The static response compared is the relationships between equivalent velocities of strain energies and displacements. The dynamic response compared is that between earthquake input acceleration PGA and equivalent velocities of strain energies.

Research Career

  • Nonlinear properties of timber compressive stress-strain relationships

    Individual

    2020.04 - Now 

  • 金輪継手を有するひのき柱の構造性能に関する研究

    金輪継手、曲げ実験、座屈実験  Joint Research in Japan

    2018.07 - 2021.03 

  • 低環境負荷型被覆材料を用いた高耐震・高耐火木質部材及び接合法の開発

    低環境負荷型被覆材料，高耐震，高耐火，木質部材  Joint Research in Japan

    2017.04 - Now 

  • 横断面接触型の木トラスの開発

    木トラス，ドリフトピン接合，プレカット技術  Joint Research in Japan

    2015.04 - 2021.03 

  • Relation between dynamic collapse behavior and static collapse behavior, under excessive vertical loads, is numerically investigated to present a prediction method for the load level of dynamic collapse for spatial lattice beams and double-layer lattice grids.

    dynamic collapse, limit state deformation, limit state load  Individual

    2008.04 - 2020.03 

  • Study on seismic damper for timber structures

    frame structure, timber structure, damper  Joint Research in Japan

    2008.04 

  • Response control and damping mechanism of spatial structures

    response control, damping mechanism, spatial structure  Joint Research in Japan

    2002.04 

  • Research on the unfied approach to frame stability

    steel frame, buckling  Joint Research in Japan

    2001.04 - 2005.03 

  • Seismic design for non-structural members of spatial structures

    spatial structure, non-structural member  Joint Research in Japan

    2001.04 

  • Nonlinear Analysis for Post-buckling Behavior of Space Trusses

    Truss, Buckling, Analysis  Joint Research in Organization

    1900.04 - 2008.03 

  • Research of seismic dampers for spatial structures

    Seismic damper, Hysteresis curve, Spatial structure  Individual

    1900.04 - 2007.03 

  • Load-bearing Capacity of Space Trusses

    Truss, Buckling, Strength  Joint Research in Organization

    1900.04 

  • Hybrid Structures with Space Trusses and Sub-structures

    Truss, Hybrid, Buckling  Joint Research in Organization

    1900.04 

Professional Memberships

  • Japan Concrete Institute

    2020.04 - Now   Domestic

  • Membrane Structures Association of Japan

      Domestic

  • Japanese Society of Steel Construction

      Domestic

  • Architectural Institute of Japan

      Domestic

  • International Association of Shell& Spatial Structures

Committee Memberships (off-campus)

  • シェル空間構造運営委員会　立体骨組構造小委員会主査   日本建築学会  

    2017.04 - 2021.03 

  • シェル空間構造運営委員会　立体骨組構造小委員会幹事   日本建築学会  

    2012.04 - 2017.03 

  • シェル空間構造運営委員会　柔および剛な立体構造の形態と力学特性ＷＧ主査   日本建築学会  

    2011.04 - 2016.03 

  • 近畿支部構造力学部会幹事   日本建築学会  

    2010.04 - 2013.03 

  • シェル空間構造の応答制御減衰機構小委員会幹事   日本建築学会  

    2002 - 2007.03 

Awards

  • 膜構造研究論文賞

    2003  

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    Country：Japan

Job Career (off-campus)

  • Obayashi Corporation

    1985 - 1990

Education

  • Osaka City University   The second semester of doctoral program  

    - 1993

  • Osaka City University    

    - 1983

Papers

  • Seismic retrofitting by double layer grids for HP suspension gymnasium Reviewed

    Kazuya MIYAGAWA, Yoshiya TANIGUCHI

    Proceedings of the International Association for Shell and Spatial Structures Annual Symposium 2023   2042 - 2051   2023.07

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    Authorship：Last author   Publishing type：Research paper (international conference proceedings)   International / domestic magazine：International journal  

  • Coupling effect of member eccentricity and nodal deviation on stability of kiewitt reticulated shell Reviewed International coauthorship

    Huijun LI, Yoshiya TANIGUCHI

    Journal of International Association for Shell and Spatial Structures   63 ( 1 )   51 - 64   2022.02

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    Authorship：Last author   Publishing type：Research paper (scientific journal)   International / domestic magazine：International journal  

    DOI： https://doi.org/10.20898/j.iass.2022.003

  • VIBRATION CHARACTERISTICS OF MOMENT-RESISTING FRAMES REINFORCED BY NON-COMPRESSION RESISTANT CABLES

    KUDOU Junya, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Journal of Structural Engineering B   68B ( 0 )   135 - 142   2022（ ISSN:09108033 ） （ eISSN:24366285 ）

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    <p>The main purpose of this research is to develop optimal cable arrangement and the damping of nonlinear structural system reinforced by non-compression resistant cables when it vibrates. The object is the moment-resisting frames which reinforced by the no initial tension cable. First, we clarified the cable arrangement which could lower the displacement at the time of the earthquake vibration by analysis using 3-layer 2-span moment-resisting frames which installed cables. Second, we conducted free vibration experiment using small models. It was revealed that there was damping peculiar to non-linear vibration to the structure reinforced cables from the result. It could be considered to be damping by a cable repeating the tension state and the deflection state.</p>

    DOI： 10.3130/aijjse.68b.0_135

  • PREDICTION METHOD OF ULTIMATE SEISMIC RESISTANCE CAPACITY LEVEL FOR PO R TAL TYPE PLANE LATTICE STRUCTURES A ND CHARACTERIZ A TION FACTOR Reviewed

    Yutaro ARITA and Yoshiya TANIGUCHI

    AIJ Journal o f Structural Engineering   ( 67B )   2021.03

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    Authorship：Last author   Publishing type：Research paper (scientific journal)   International / domestic magazine：Domestic journal  

  • Coupling Effect of Nodal Deviation and Member Imperfection on Load-Carrying Capacity of Single-Layer Reticulated Shell Reviewed

    Li Hui-jun, Taniguchi Yoshiya

    INTERNATIONAL JOURNAL OF STEEL STRUCTURES   20 ( 3 )   919 - 930   2020.06（ ISSN:1598-2351 ）

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    Publishing type：Research paper (scientific journal)  

    DOI： 10.1007/s13296-020-00332-6

  • LOAD CARRYING CAPACITY OF THREE-WAY SINGLE-LAYER RETICULATED DOME WITH INITIAL MEMBER CROOKEDNESS OF PRESCRIBED PROBABILISTIC AMPLITUDE Reviewed

    Li Huijun, Taniguchi Yoshiya

    JOURNAL OF THE INTERNATIONAL ASSOCIATION FOR SHELL AND SPATIAL STRUCTURES   60 ( 2 )   133 - 144   2019.06（ ISSN:1028-365X ）

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    Publishing type：Research paper (scientific journal)  

    DOI： 10.20898/j.iass.2019.200.022

  • Load-carrying capacity of semi-rigid double-layer grid structures with initial crookedness of member Reviewed

    Li Huijun, Taniguchi Yoshiya

    ENGINEERING STRUCTURES   184   421 - 433   2019.04（ ISSN:0141-0296 ）

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    Publishing type：Research paper (scientific journal)  

    DOI： 10.1016/j.engstruct.2019.01.094

  • Load-carrying capacity of semi-rigid double-layer grid structures with initial crookedness of member Reviewed

    Huijun LI, Yoshiya TANIGUCHI

    Engineering Structures   184   421 - 433   2019

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    Publishing type：Research paper (scientific journal)  

  • Load-carrying capacity of semi-rigid double-layer grid structures with initial crookedness of member Reviewed International coauthorship

    Huijun LI, Yoshiya TANIGUCHI

    Engineering Structures   184   421 - 433   2019

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    Publishing type：Research paper (scientific journal)   Kind of work：Joint Work  

  • Effect of Member Eccentricity on Load-Carrying Capacity of Three-Way Single-Layer Cylindrical Reticulated Shell Reviewed

    Hui-Jun LI, Yoshiya TANIGUCHI

    Proceedings of the 12th Asian Pacific Conference on Shell & Spatial Structures, APCS2018   215 - 225   2018.10

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    Publishing type：Research paper (scientific journal)  

  • Prediction Method of Bearable PGA for Single Layer Lattice Domes under Vertical Loading Reviewed

    Yoshiya TANIGUCHI, Tomoya MATSUI, Susumu YOSHINAKA

    Proceedings of the 12th Asian Pacific Conference on Shell & Spatial Structures, APCS2018   458 - 467   2018.10

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    Publishing type：Research paper (international conference proceedings)   Kind of work：Joint Work  

  • Effect of Member Eccentricity on Load-Carrying Capacity of Three-Way Single-Layer Cylindrical Reticulated Shell Reviewed International coauthorship

    Hui-Jun LI, Yoshiya TANIGUCHI

    Proceedings of the 12th Asian Pacific Conference on Shell & Spatial Structures, APCS2018   215 - 225   2018.10

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    Publishing type：Research paper (international conference proceedings)   Kind of work：Joint Work  

  • Prediction Method of Bearable PGA for Single Layer Lattice Domes under Vertical Loading Reviewed

    Yoshiya TANIGUCHI, Tomoya MATSUI, Susumu YOSHINAKA

    Proceedings of the 12th Asian Pacific Conference on Shell & Spatial Structures, APCS2018   458 - 467   2018.10

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    Publishing type：Research paper (scientific journal)  

  • COMPARISON STUDY OF ELASTO-PLASTIC BEHAVIOR ON STATIC AND DYNAMIC RESPONSES FOR SINGLE LAYER LATTICE DOMES UNDER VERTICAL LOADING Reviewed

    TANIGUCHI Yoshiya, MATSUI Tomoya, YOSHINAKA Susumu

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   83 ( 747 )   709 - 716   2018（ ISSN:1340-4202 ）

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    Publishing type：Research paper (scientific journal)  

    &nbsp;This paper focuses on the elasto - plastic behavior of static and dynamic responses for single layer lattice domes, which are subjected to vertical loads. The purpose is to make clear the relationship between seismic responses and static responses such as static absorbed energy properties after and before yielding, and to estimate bearable seismic levels with the information of static elasto - plastic behaviors. The two responses compared are shown in Fig. 14. The dimensions of both figures are equal in multiplying or dividing by circular frequency.<br>&nbsp;The single layer lattice domes are shown in Fig. 1. Half open angle of members and self-weight are adopted as numerical parameters as shown in Table 3. The static elasto - plastic behaviors are shown in Fig. 3. In the figure, The solid lines are the equivalent velocity of strain energies, the dotted and dashed lines are that of static absorbed energies and the dashed lines are that of potential energy performed by the product of self-weight and vertical displacements. These relationships obtained are simplified into bi-linear relationships as shown in Fig. 4 to obtain the static elasto - plastic property coefficient j. The obtained results of coefficient j are shown in Table 4.<br>&nbsp;Secondary, the dynamic elasto - plastic behaviors are estimated against 4 seismic waves of Fig. 5. The dynamic behavior obtained is the relationships between maximum ground acceleration PGA and strain energies. The obtained results are shown in Figs. 6-9 and simplified into bi-linear relationships to obtain the dynamic elasto - plastic property coefficient q, as shown in Fig. 14(b). The obtained results are shown in Table 5.<br>&nbsp;In comparing the two property coefficients j and q as shown in Fig. 10, BCJ wave is relatively large about the dynamic effect. On the contrary, El Centro wave is the smallest among the four waves. This reason is made clear in considering the input acceleration power history as shown in Fig. 11. BCJ wave of Fig. 11(a) has many peaks during the motions, but El Centro wave of Fig. 11(b) has a few peaks during the first half of motions. These strong characteristics of seismic waves can be considered with the input energy spectrum V<sub>E</sub> as shown in Fig. 12. Then the ratios q/j are compared with the ratios V<sub>E</sub>/S<sub>V</sub>. The ratio q/j decreases as the ratio V<sub>E</sub>/S<sub>V</sub> increases.<br>&nbsp;The Eqn. 5 is the regression formula obtained by the data distributed in the quadrangle of Fig. 13, expressed as dotted and dashed line in the figure. The PGA corresponding to the limit state deformations can be estimated with Eqns. 4 and 5. The predicted results are shown in Fig. 15 and Table 6.<br>&nbsp;The following conclusions are obtained in the present study: (1) The relationship of maximum earthquake input acceleration PGA and strain energies of domes shows bi-linear type such as the relationships of static absorbed energies and displacements. (2) In comparing the preceding two relationships as for dynamic and static responses, the change ratios among elastic and plastic ranges are dependent upon the seismic waves. The distribution tendencies are able to be explained with the information of input acceleration power history of seismic waves. (3) The ratios of dynamic property q against static property j becomes smaller, as the ratios of energy spectrum V<sub>E</sub> against velocity response spectrum S<sub>V</sub> becomes larger. (4) The present estimation method of PGA corresponding to limit state deformations shows a relatively good accuracy.

    DOI： 10.3130/aijs.83.709

    CiNii Article

  • 初期変位付与型TMDの同調比の設定 Reviewed

    吉中進、小鶴佳太、谷口与史也

    日本建築学会構造系論文集   82 ( 738 )   1177 - 1187   2017.08

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    Authorship：Last author   Publishing type：Research paper (scientific journal)   Kind of work：Joint Work   International / domestic magazine：Domestic journal  

  • 初期変位付与型TMDの同調比の設定 Reviewed

    吉中進, 小鶴佳太, 谷口与史也

    日本建築学会構造系論文集   82 ( 738 )   1177 - 1187   2017.08

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    Publishing type：Research paper (scientific journal)  

  • SETTINGS OF TUNING RATIOS OF TUNED MASS DAMPERS WITH INITIAL DISPLACEMENT Reviewed

    YOSHINAKA Susumu, KOZURU Keita, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   82 ( 738 )   1177 - 1187   2017（ ISSN:1340-4202 ）

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    Publishing type：Research paper (scientific journal)  

    &nbsp;A TMD (Tuned Mass Damper) is a passive-type control device that consists of a small mass, a spring and a damper. And it absorbs the oscillation energy of structures as the kinetic energy of its mass and disperses it via its damper. The TMD shows high control performance for harmonic responses. On the other hand, the TMD has limited capacity to suppress transient responses. The reason is that there is some time delay before the TMD becomes fully effective because they are initially at rest.<br>&nbsp;Thus, to control the transient response more effectively, we propose TMDs with initial displacement, that is, dampers whose springs are stretched until the release moment.<br>&nbsp;In our previous study, we focused on the considerably high modal damping ratio of the second mode compared to the first mode based on the relationship between the TMD damping ratio and the modal damping ratio of a two-degree-of-freedom model. And we proposed the design formulas for the optimal tuning and damping ratios and the initial displacement to attain high control performance under impulse loading. The proposed design formulas are based on the principle that by giving the specific TMD initial displacement under the specific structural initial condition the structural response of the first mode with low modal damping is eliminated while the structural response of the second mode with high modal damping is only oscillated. But the physical meaning of the design formula for TMD initial displacement is not clear because it is an approximate solution based on the perturbation method.<br>&nbsp;Then, we formulated the equation for initial conditions to release TMD initial displacement from the theoretical free vibration solution and showed its physical meaning clearly. We studied about TMD initial displacement and structural conditions to release initial displacement using the complex plane, and we showed that the initial structural condition to oscillate only the second mode was limited to a neighborhood of <i>ẋ</i><sub>0</sub>&ne;0, <i>x</i><sub>0</sub>=0. On the other hand, we proved that, by dividing one TMD into plural TMDs that have different natural frequencies, any initial structural conditions to release TMDs became possible.<br>&nbsp;In this paper, firstly, we analytically study the effect of different settings of two TMDs tuning ratios on TMD initial displacements to eliminate the first modal response with the lowest modal damping and structural responses for free vibration using a basic three-degree-of-freedom model. Next, we decompose the initial condition to modal eigenvectors on the complex plane and study the interrelationship between each initial condition of a main mass and two TMDs. Then, we show the reason why different settings of TMDs tuning ratios affect the TMD initial displacements to eliminate the first modal response and the structural responses. Finally, by using the energy indicator &ldquo;TMD power flow&rdquo; that shows an additional TMD damping effect proposed by Soong, T.T. and Dargush, G.F., we study the control performance of TMDs with different tuning ratios condition.

    DOI： 10.3130/aijs.82.1177

    CiNii Article

  • Experimental study on new jointing system for timber lattice structures by direct contact of member cross sections in the fiber direction Reviewed International coauthorship

    Hitoshi Okuyama, Yoshiya Taniguchi, Susumu Yoshinaka

    Proc. of the IASS Annual Symposium 2016   ID1255   2016.09

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    Publishing type：Research paper (international conference proceedings)   Kind of work：Joint Work   International / domestic magazine：International journal  

  • Study on jointing system of torus double-layer lattice structures consisting of rectangular section members Reviewed International coauthorship

    Yuki Taniguchi, Yoshiya Taniguchi, Susumu Yoshinaka

    Proc. of the IASS Annual Symposium 2016   ID1107   2016.09

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    Publishing type：Research paper (international conference proceedings)   Kind of work：Joint Work   International / domestic magazine：International journal  

  • Effect of joints eccentricity of web members on load-carrying capacity for parallel chord truss beams Reviewed International coauthorship

    Ryosuke Takaoka, Yoshiya Taniguchi, Susumu Yoshinaka

    Proc. of the IASS Annual Symposium 2016   ID1232   2016.09

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    Publishing type：Research paper (international conference proceedings)   Kind of work：Joint Work   International / domestic magazine：International journal  

  • Comparison study of elasto plastic behavior on static and dynamic responses for single layer lattice domes Reviewed International coauthorship

    Proc. of the IASS Annual Symposium 2016   ID1129   2016.09

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    Authorship：Lead author   Publishing type：Research paper (international conference proceedings)   Kind of work：Joint Work   International / domestic magazine：International journal  

  • Comparison study of elasto plastic behavior on static and dynamic responses for single layer lattice domes Reviewed

    Yoshiya Taniguchi, Tomoya Matsui, Susumu Yoshinaka

    Proc. of the IASS Annual Symposium 2016   ID1129   2016.09

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    Publishing type：Research paper (scientific journal)  

  • Study on jointing system of torus double-layer lattice structures consisting of rectangular section members Reviewed

    Yuki Taniguchi, Yoshiya Taniguchi, Susumu Yoshinaka

    Proc. of the IASS Annual Symposium 2016   ID1107   2016.09

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    Publishing type：Research paper (scientific journal)  

  • Experimental study on new jointing system for timber lattice structures by direct contact of member cross sections in the fiber direction Reviewed

    Hitoshi Okuyama, Yoshiya Taniguchi, Susumu Yoshinaka

    Proc. of the IASS Annual Symposium 2016   ID1255   2016.09

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    Publishing type：Research paper (scientific journal)  

  • Effect of joints eccentricity of web members on load-carrying capacity for parallel chord truss beams Reviewed

    Ryosuke Takaoka, Yoshiya Taniguchi, Susumu Yoshinaka

    Proc. of the IASS Annual Symposium 2016   ID1232   2016.09

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    Publishing type：Research paper (scientific journal)  

  • Comparison study of elasto plastic behavior on static and dynamic responses for plane lattice structures Reviewed

    Yoshiya Taniguchi, Kenta Tokuda

    Journal of Structural and Construction Engineering , AIJ   81 ( 723 )   859 - 869   2016.05（ ISSN:1340-4202 ）

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    Authorship：Lead author   Publishing type：Research paper (scientific journal)   Kind of work：Joint Work   International / domestic magazine：Domestic journal  

  • Comparison study of elasto plastic behavior on static and dynamic responses for plane lattice structures Reviewed

    Yoshiya Taniguchi, Kenta Tokuda

    Journal of Structural and Construction Engineering , AIJ   81 ( 723 )   859 - 869   2016.05（ ISSN:1340-4202 ）

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    Publishing type：Research paper (scientific journal)  

  • IMPACT TESTING OF AN ARCH MODEL USING TUNED MASS DAMPERS WITH INITIAL DISPLACEMENT Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya, YAMAKAWA Makoto

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   81 ( 722 )   735 - 745   2016（ ISSN:1340-4202 ）

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    &nbsp;The TMD (Tuned Mass Damper) is a passive type control device that absorbs oscillation energy of structures as kinetic energy of a weight of the TMD and disperses kinetic energy by damping of a damper of the TMD. However, we recognize that the performance of the TMD in suppressing seismic responses is relatively limited compared to harmonic responses. The reason is that there is some delay before the TMD become fully effective because they are initially at rest.<br>&nbsp;Thus, to effectively control transient response, especially impulsive seismic responses, we propose TMDs with initial displacement, that is to say, dampers whose springs are stretched until the release timing.<br>&nbsp;In our previous study, we focused on the considerably high modal damping ratio of the second mode compared to the first mode based on the relationship between the TMD damping ratio and the modal damping ratio of a two-degrees-of-freedom model. And we proposed the design formulas about the TMD tuning and damping ratios and the TMD initial displacement for high control performance under impulse loading. The proposed design formulas are based on the principle that by giving the specific TMD initial displacement under the specific structural initial condition the structural response of the first mode with low modal damping can be eliminated and only the structural response of the second mode with high modal damping is oscillated. But the physical meaning of the design formula about the TMD initial displacement used in this study is not clear because it is an approximate solution obtained by the perturbation method.<br>&nbsp;Then, in the next study, we introduced a formula for initial conditions to release TMD initial displacement by applying the theoretical free vibration solution and showed its physical meaning clearly. We studied about TMD initial displacement and structural conditions to release initial displacement by using the complex plane, and we saw that the initial structural condition to oscillate only the second mode was a neighborhood of <i><ruby>x<rt>●</rt></ruby></i><sub>0</sub> ≠ 0, <i>x</i><sub>0</sub> = 0 . But by dividing one TMD into plural TMDs that have different natural frequencies, we proved that initial structural conditions to release initial displacement could be changed.<br>&nbsp;In this paper, we describe the vibration test using an arch model under impulse loading to verify the control performance of the proposed method experimentally. From test results, we can see that a TMD with initial displacement model show the high control performance for early impulse responses and is most effective in a neighborhood of the TMD initial displacement to oscillate only the second mode using a converted two-degrees-of-freedom model. On the other hand, we can see that the control performance of TMD is very sensitive to the length and the release time of initial displacement. Then, we study the influence of different conditions about the length and the release time of initial displacement on the control performance using a basic two-degrees-of-freedom model analytically.

    DOI： 10.3130/aijs.81.735

    CiNii Article

  • COMPARISON STUDY OF ELASTO PLASTIC BEHAVIOR ON STATIC AND DYNAMIC RESPONSES FOR PLANE LATTICE STRUCTURES Reviewed

    TANIGUCHI Yoshiya, TOKUDA Kenta

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   81 ( 723 )   859 - 869   2016（ ISSN:1340-4202 ）

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    &nbsp;This paper focuses on the elasto-plastic behavior on static responses and dynamic responses for plane lattice structures, which are considered as a beam type structure. The purpose is to make clear the relationship between seismic responses and static responses such as load displacement relationships, and to estimate allowable seismic levels with the information of static elasto-plastic behaviors. Two portal frames and column or beam models are treated, as shown in Fig. 1. The energy equilibrium is expressed as Eqn. 2 in static elasto-plastic behaviors. The right term <i>E<sup>F</sup></i> is equal to the energy done by load and may be defined as a static absorbed energy of structures. In this paper, each energy is expressed as an equivalent velocity as Eqn. 3. The maximum value of <i>E<sup>F</sup></i> may be an allowable amount of input energy, for instances, by seismic loads. The relationships between each energy and displacements are shown in Fig. 5. The equivalent velocity of <i>E<sup>F</sup></i> is expressed as a dash and dotted line. The response curves are almost equal although the loading shapes are different as shown in Fig. 3. The fact may show that the differences between static uniform load and quasi-static seismic load do not affect the energy responses, and that the estimation with input energy may not be affected by the shape of loading.<br>&nbsp;Secondly, the elasto-plastic behavior on dynamic responses is investigated under seismic loads. The relationships between maximum input acceleration and strain energy of each model are shown in Figs. 11, 16 and 21. The curves of 3 parameters are drawn in each figure. The effect of static safety coefficients <i>v</i> is made clear with the curves, to confirm the effect of vertical oscillations is larger than that of horizontal oscillations. In the three figures, the each curve shows the relationship of bi-linear type. In the range after yielding, the maximum input energies at the limit state are compared as shown in Figs. 22 - 24, which show the ratio of dynamic responses against static ones. The static safety coefficient <i>v</i> is smaller, and then the increasing ratio of dynamic responses is larger than static ones.<br>&nbsp;In order to estimate allowable maximum input accelerations, the comparisons between elasto-plastic behavior of dynamic responses as Fig. 25 and that of static response as Fig. 26 are shown in Fig. 27. The dynamic elasto-plastic property q represents the decreasing properties of plastic range against elastic range in the relationships between maximum earthquake input acceleration and input strain energy. The static elasto-plastic property j represents the relationship of two slopes in the static elasto-plastic behavior. The dynamic property q is smaller than the static property j under vertical oscillations and is almost equal to each other under horizontal oscillations. The preceding considerations are carried out under additional seismic waves of Table 6 and the additional models<sup>10)</sup>. The obtained results are shown in Fig. 28. The results show the same tendency at each seismic loads. The dash and dotted line in Fig. 28 could be presented to estimate the allowable maximum earthquake input acceleration.<br>&nbsp;The conclusions are follows in the present study.<br>&nbsp;(1) The relationships between the static absorbed energy and displacements are not affected by the loading shape. It may be able to estimate the response of structures with an index of potential energy.<br>&nbsp;(2) The fact is confirmed that the allowable maximum earthquake input accelerations are affected with the self-weight under vertical oscillations more than horizontal oscillations.<br>&nbsp;(3) In comparing the dynamic property q and the static property j, the dash and dotted line in Fig. 28 could be presented to estimate the allowable maximum earthquake acceleration with the static elasto-plastic behaviors for beam type structures.

    DOI： 10.3130/aijs.81.859

    CiNii Article

  • 20331 Vibration Test of Arch Model to Verify the Effect of Vibration Control of Tuned Mass Dampers with Initial displacement using Magnetic Damper : Part1 Outline of Test Reviewed

    OBA Nao, YOSHIDA Riki, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2015 ( 0 )   661 - 662   2015.09（ ISSN:18839363 ）

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    Publishing type：Research paper (scientific journal)  

    CiNii Article

  • 20363 A Study on Form-finding of Shell Curved Surfaces Using Carbon Fiber Reinforced Thermoplastics Reviewed

    TAKAMA Kenji, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2015 ( 0 )   725 - 726   2015.09（ ISSN:18839363 ）

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    Publishing type：Research paper (scientific journal)  

    CiNii Article

  • 5375 A Multi-Agent Based Simulation of Evacuation from the Umeda Underground Malls to Connected Buildings at the Time of Flooding Reviewed

    TAKIZAWA Atsushi, TAKAGI Naoya, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2015 ( 0 )   749 - 750   2015.09（ ISSN:18839363 ）

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  • 20343 Building shape and joint types of torus double-layer lattices system Reviewed

    OKUYAMA Hitoshi, TANIUCHI Yuki, TANIUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2015 ( 0 )   685 - 686   2015.09（ ISSN:18839363 ）

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  • 20333 A Study on Control Effect of Tuned Mass Dampers with Initial Displacement under Earthquake Loading Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya, YAMAKAWA Makoto

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2015 ( 0 )   665 - 666   2015.09（ ISSN:18839363 ）

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  • 20332 Vibration Test of Arch Model to Verify the Effect of Vibration Control of Tuned Mass Dampers with Initial displacement using Magnetic Damper : Part2 Test Result Reviewed

    YOSHIDA Riki, OBA Nao, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2015 ( 0 )   663 - 664   2015.09（ ISSN:18839363 ）

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  • 5375 梅田地下街浸水時における接続ビルへの避難シミュレーション(日常災害・避難・防犯,建築計画,学術講演会・建築デザイン発表会) Reviewed

    瀧澤 重志, 高木 尚哉, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集   2015   749 - 750   2015.09（ ISSN:1883-9363 ）

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  • 20343 トーラス型二層立体ラチス構造の全体形状と接合部種類について(体育館ほか,構造I,学術講演会・建築デザイン発表会) Reviewed

    奥山 仁嗣, 谷口 雄基, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 学術講演梗概集   2015   685 - 686   2015.09（ ISSN:1883-9363 ）

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  • 20333 初期変位付与型TMDの地震力に対する制振効果に関する一考察(立体骨組の動的挙動(2),構造I,学術講演会・建築デザイン発表会) Reviewed

    吉中 進, 谷口 与史也, 山川 誠

    一般社団法人日本建築学会 学術講演梗概集   2015   665 - 666   2015.09（ ISSN:1883-9363 ）

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  • 20332 磁気ダンパーを用いた初期変位付与型TMDのアーチ振動実験 : その2 実験結果(立体骨組の動的挙動(2),構造I,学術講演会・建築デザイン発表会) Reviewed

    吉田 力, 大庭 直, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集   2015   663 - 664   2015.09（ ISSN:1883-9363 ）

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  • 20331 磁気ダンパーを用いた初期変位付与型TMDのアーチ振動実験 : その1 実験概要(立体骨組の動的挙動(2),構造I,学術講演会・建築デザイン発表会) Reviewed

    大庭 直, 吉田 力, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集   2015   661 - 662   2015.09（ ISSN:1883-9363 ）

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  • 70363 炭素繊維強化熱可塑性樹脂複合材を用いたシェルの形状決定に関する研究(構造システム,構造I,学術講演会・建築デザイン発表会) Reviewed

    高天 健臣, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集   2015   725 - 726   2015.09（ ISSN:1883-9363 ）

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  • Investigation on Large Enclosures Damaged during the South Hyogo Prefecture Earthquake in 1995 and Follow-up Report after 14 Years Reviewed

    KAWAGUCHI Ken'ichi, ISHIKAWA Koichiro, TANIGUCHI Yoshiya, OGI Yoshiro, OBA Yasushi

    Institute of Industrial Science The University of Tokyo, SEISAN KENKYU   67 ( 6 )   653 - 659   2015（ ISSN:0037-105X ）

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    While the South Hyogo Prefecture Earthquake in 1995 is known as a severe earthquake having killed more than six thousand people, damage to non-structural components in large enclosures was significant. We investigated 35 large enclosures just after the earthquake and after 14 years. Its purpose was to figure out not only the situations of damage but also how they had been recovered or improved because, in many cases, they are used as shelters during disasters. In this report, we discuss the results showing three examples of each large enclosure.

    DOI： 10.11188/seisankenkyu.67.653

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  • 20429 Earthquake Input Energy Character and Earthquake Input Acceleration for Plane Lattice Structures Reviewed

    TANIGUCHI Yoshiya, TOKUDA Kenta, YOSHINAKA Susumu

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2014 ( 0 )   857 - 858   2014.09（ ISSN:18839363 ）

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  • 20467 吊り天井の振動応答に及ぼす減衰効果に関する基礎的研究(天井:動的特性,構造I,2014年度日本建築学会大会(近畿)学術講演会・建築デザイン発表会) Reviewed

    中村 志帆, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集   2014   933 - 934   2014.09（ ISSN:1883-9363 ）

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  • 20442 東北地方太平洋沖地震による鉄骨置屋根構造における支承部破断に関する研究(置屋根構造の支承部,構造I,2014年度日本建築学会大会(近畿)学術講演会・建築デザイン発表会) Reviewed

    植田 泰介, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 学術講演梗概集   2014   883 - 884   2014.09（ ISSN:1883-9363 ）

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  • 20432 初期変位付与型TMDの初期変位解放条件式とアーチモデルへの適用(立体骨組の動的挙動(2),構造I,2014年度日本建築学会大会(近畿)学術講演会・建築デザイン発表会) Reviewed

    吉中 進, 光藤 龍郎, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集   2014   863 - 864   2014.09（ ISSN:1883-9363 ）

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  • 20429 平面ラチス構造物の地震入力エネルギーと入力加速度に関する研究(立体骨組の動的挙動(2),構造I,2014年度日本建築学会大会(近畿)学術講演会・建築デザイン発表会) Reviewed

    谷口 与史也, 徳田 研多, 吉中 進

    一般社団法人日本建築学会 学術講演梗概集   2014   857 - 858   2014.09（ ISSN:1883-9363 ）

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  • 21074 Study on Tsunami Evacuation Plan at the Underground Mall in front of Osaka Station Reviewed

    GODA Shoko, TANIGUCHI Yoshiya, YOSHINAKA Susumu, TAKIZAWA Atsushi

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2014 ( 0 )   147 - 148   2014.09（ ISSN:18839363 ）

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  • 20467 Fundamental Study of Damping Effect on Vibration Response for the Suspended Ceiling Reviewed

    NAKAMURA Shiho, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2014 ( 0 )   933 - 934   2014.09（ ISSN:18839363 ）

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  • 20442 Study on Bearing Support Failure of Steel Upper Roof Damaged by the 2011 Tohoku-Chiho Taiheiyo-Oki Earthquake Reviewed

    Ueda Taisuke, Taniguchi Yoshiya, Yoshinaka Susumu

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2014 ( 0 )   883 - 884   2014.09（ ISSN:18839363 ）

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  • 20432 Conditions to release initial displacement for tuned mass dampers with initial displacement and application to an arch model Reviewed

    YOSHINAKA Susumu, MITSUFUJI Tatsuo, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2014 ( 0 )   863 - 864   2014.09（ ISSN:18839363 ）

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  • 21074 大阪駅前地下街の津波避難計画に関する研究(防災(1),構造II,2014年度日本建築学会大会(近畿)学術講演会・建築デザイン発表会) Reviewed

    合田 祥子, 谷口 与史也, 吉中 進, 瀧澤 重志

    一般社団法人日本建築学会 学術講演梗概集   2014   147 - 148   2014.09（ ISSN:1883-9363 ）

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  • 2055 アーチモデルにおける初期変位付与型TMDによる振動制御に関する研究(構造) Reviewed

    光藤 龍郎, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 54 )   249 - 252   2014.05（ ISSN:1345-6660 ）

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  • 2055 Study on Vibration Control Using Tuned Mass Damper with Initial Displacement for Arch Model Reviewed

    MITSUFUJI Tatsuo, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 54 )   249 - 252   2014.05（ ISSN:13456660 ）

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  • A STUDY ON CONDITIONS TO RELEASE INITIAL DISPLACEMENT FOR TUNED MASS DAMPERS WITH INITIAL DISPLACEMENT Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   79 ( 703 )   1247 - 1257   2014（ ISSN:1340-4202 ）

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    We propose tuned mass dampers with initial displacement that are possible to control impulsive seismic responses effectively. In our previous study, we focused on the considerably high modal damping ratio of the second mode compared to the first mode and proposed the design formulas for high control performance under impulse loading. The proposed design formulas are based on the principle that by giving the specific TMD initial displacement under the specific structural initial condition the structural response of the first mode can be eliminated. In this paper, we introduce a formula for initial conditions to release initial displacement by the theoretical solution and study about TMD initial displacement and structural conditions by using the complex plane. Next, we propose a design method that can change initial structural conditions.

    DOI： 10.3130/aijs.79.1247

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  • C03 System of deployable structure with stretchable membrane: DCMS (Deployable Closed-Membrane Structure) Reviewed

    Kato Junichi, Yoshinaka Susumu, Taniguchi Yoshiya

    The Japan Society of Mechanical Engineers   2013 ( 22 )   "C03 - 1"-"C03-6"   2013.12（ ISSN:09189238 ）

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  • C03 伸縮膜を用いた展開構造物DCMSの構成(展開構造物) Reviewed

    加藤 潤一, 吉中 進, 谷口 与史也

    一般社団法人日本機械学会 スペース・エンジニアリング・コンファレンス講演論文集 : Space Engineering Conference   2013 ( 22 )   "C03 - 1"-"C03-6"   2013.12（ ISSN:0918-9238 ）

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    本論文では、伸縮膜を用いた新しい展開構造としてDCMS(Deployable Closed-Membrane StruGture)を紹介する。DCMSは4つの棒材と4つの自由継手によって構成された四角形のフレームの中に伸縮性の膜材を張ることで構成される膜パネルを構成要素とし、これらを棒材、自由継手を共有することで連結して構成させる構造体である。DCMSは膜材の張力が構造体内部で自己釣合い系を形成することで安定し、同時に弾性変形能と展開メカニズムを有する。また、DCMSの基本ユニットの一つである4つの膜パネルから構成される4膜ユニットが空間充填可能であることを示し、これにより4膜ユニットの連結による様々な形状のモジュールが形成可能であることを示し、その例として線状モジュール、および面状モジュールを紹介する。最後にDCMSの適用例としてプロトタイプユニットを用いたパビリオン用のテント型モジュールを紹介し、その折り畳みプロセスを示すことでモジュールに対して展開メカニズムが保存され、効率的な展開構造物が構成可能であることを示す。

  • 20496 A Study by Numerical Simulation on Cause for Failure of Suspended Ceilings under Seismic Motion Reviewed

    TANIGUCHI Yoshiya, YOSHINAKA Susumu, SUZUKI Hideaki

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2013 ( 0 )   991 - 992   2013.08（ ISSN:18839363 ）

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  • 20536 伸縮膜による可展多面体構造の構成(膜構造・展開構造の形状決定,構造I,2013年度日本建築学会大会(北海道)学術講演会・建築デザイン発表会) Reviewed

    加藤 潤一, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集   2013   1071 - 1072   2013.08（ ISSN:1883-9363 ）

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  • 20496 地震による吊天井落下原因の数値シミュレーションによる一考察(天井:動的特性,構造I,2013年度日本建築学会大会(北海道)学術講演会・建築デザイン発表会) Reviewed

    谷口 与史也, 吉中 進, 鈴木 秀明

    一般社団法人日本建築学会 学術講演梗概集   2013   991 - 992   2013.08（ ISSN:1883-9363 ）

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  • 21519 Study on initial displacement of tuned Mass Dampers with Initial Displacement under harmonic base excitations Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2013 ( 0 )   1037 - 1038   2013.08（ ISSN:18839363 ）

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  • 20536 Constitution of Deployable Polyhedron Structure with Stretchable Membrane Reviewed

    Kato Junichi, Yoshinaka Susumu, Taniguchi Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2013 ( 0 )   1071 - 1072   2013.08（ ISSN:18839363 ）

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  • 21519 調和地動加振を受けたときの初期変位付与型TMDの初期変位の設定(スロッシング・TMD,構造II,2013年度日本建築学会大会(北海道)学術講演会・建築デザイン発表会) Reviewed

    吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集   2013   1037 - 1038   2013.08（ ISSN:1883-9363 ）

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  • 2069 圧縮・曲げを受ける超高強度有機繊維補強コンクリートの力学性状に関する研究(構造) Reviewed

    田邉 俊貴, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 53 )   273 - 276   2013.05（ ISSN:1345-6660 ）

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  • Study on Causal Analysis for Failure of Suspended Ceilings under Seismic Motion Reviewed

    SUZUKI Hideaki, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan   ( 53 )   525 - 528   2013.05（ ISSN:13456660 ）

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  • Optimal initial displacement and control effecting time of tuned mass dampers with initial displacement subjected to harmonic base excitations Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 53 )   521 - 524   2013.05（ ISSN:13456660 ）

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  • Study on Mechanical Properties for Ultra High Strength Organic Fiber Reinforced Concrete Under Compressive and Bending Loads Reviewed

    Tanabe Toshiki, Yoshinaka Susumu, Taniguchi Yoshiya

    Architectural Institute of Japan   ( 53 )   273 - 276   2013.05（ ISSN:13456660 ）

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  • 2131 調和地動加振を受けたときの初期変位付与型TMDの最適初期変位と制振効果時間(構造) Reviewed

    吉中 進, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 53 )   521 - 524   2013.05（ ISSN:1345-6660 ）

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  • 2132 地震による吊天井落下被害の原因分析に関する研究(構造) Reviewed

    鈴木 秀明, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 53 )   525 - 528   2013.05（ ISSN:1345-6660 ）

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  • PROPOSAL OF DESIGN FORMULAS OF TUNED MASS DAMPERS WITH INITIAL DISPLACEMENT TO CONTROL IMPULSE RESPONSE FOCUSING ON VIBRATION MODES Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   78 ( 688 )   1071 - 1079   2013（ ISSN:1340-4202 ）

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    In this study, we aim to propose tuned mass dampers with initial displacement that are possible to control impulsive seismic responses effectively for architectural structures. In advance of the study on control of seismic responses, we aim to propose design formulas to control the structural responses subjected to impulse forces. In our previous study, we have proposed the design formulas using the optimal tuning and damping ratios for harmonic ground vibration. But to improve control effect on overall time history responses is difficult, because these formulas are based on the principle of the beating phenomenon. Then, in this paper, we focus on the vibration property when the damping ratio of the tuned mass damper is larger than that of our previous study and propose new design formulas with high control effect on impulse forces. Moreover, we propose design formulas considering the damping of the structure.

    DOI： 10.3130/aijs.78.1071

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  • Ultimate Seismic Resistance Capacity for Long Span Lattice Structures under Vertical Ground Motions

    Memoirs of the Faculty of Engineering Osaka City University   Vol.53   1 - 14   2012.12

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  • Ultimate Seismic Resistance Capacity for Long Span Lattice Structures under Vertical Ground Motions Reviewed

    Taniguchi Yoshiya

    大阪市立大学　Memoirs of the Faculty of Engineering, Osaka City University   53   1 - 14   2012.12（ ISSN:00786659 ）

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  • Ultimate Seismic Resistance Capacity for Long Span Lattice Structures under Vertical Ground Motions Reviewed

    Taniguchi Yoshiya

    大阪市立大学 Memoirs of the Faculty of Engineering, Osaka City University   53   1 - 14   2012.12（ ISSN:0078-6659 ）

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  • Ultimate Seismic Resistance Capacity for Long Span Lattice Structures under Vertical Ground Motions Reviewed

    Taniguchi Yoshiya

    大阪市立大学 Memoirs of the Faculty of Engineering, Osaka City University   53   1 - 14   2012.12（ ISSN:0078-6659 ）

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  • 20426 Classification of Falling Damage of the Ceiling Focusing on the Weight of the Ceiling after 1995 Hyogoken-Nanbu Earthquake Reviewed

    SUZUKI Hideaki, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2012 ( 0 )   851 - 852   2012.09（ ISSN:18839363 ）

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  • 20426 天井重量に着目した兵庫県南部地震以降の天井落下被害分類(天井の被害(1),構造I,2012年度大会(東海)学術講演会・建築デザイン発表会) Reviewed

    鈴木 秀明, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 学術講演梗概集   2012   851 - 852   2012.09（ ISSN:1883-9363 ）

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  • 21619 A Study on Tsunami Evacuation Distance at The Underground Mall around Osaka Station Reviewed

    GODA Shoko, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2012 ( 0 )   1237 - 1238   2012.09（ ISSN:18839363 ）

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    CiNii Article

  • 21440 Study on Tuned Mass Dampers with Initial Displacement Possible to Select a Vibration Mode : Part2 Study on Vibration Control Effect Subjected to Harmonic and Seismic Forces Reviewed

    MITSUFUJI Tatsuo, YSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2012 ( 0 )   879 - 880   2012.09（ ISSN:18839363 ）

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  • 21439 Study on Tuned Mass Dampers with Initial Displacement Possible to Select a Vibration Mode : Part1 Proposal of Design Formulas about Impulse Loading Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of annual meeting   2012 ( 0 )   877 - 878   2012.09（ ISSN:18839363 ）

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  • 21439 振動モードが選択可能な初期変位付与型TMDに関する研究(マスダンパー,構造II) Reviewed

    吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集   2012   877 - 878   2012.09（ ISSN:1883-9363 ）

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  • 21619 大阪駅周辺地下街の津波避難距離に関する研究(津波と避難計画,構造II,2012年度大会(東海)学術講演会・建築デザイン発表会) Reviewed

    合田 祥子, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 学術講演梗概集   2012   1237 - 1238   2012.09（ ISSN:1883-9363 ）

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  • 21440 振動モードが選択可能な初期変位付与型TMDに関する研究 : その2 調和外力と地震力に対する制振効果(マスダンパー,構造II) Reviewed

    光藤 龍郎, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集   2012   879 - 880   2012.09（ ISSN:1883-9363 ）

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  • 2092 Study on Experimental Form-finding Method of Free-form Shells Using Thermoplastic Resin Reviewed

    WATANABE Sho, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 52 )   365 - 368   2012.05（ ISSN:13456660 ）

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  • 2091 A Study of Mathematical Expression and Mechanical Properties for Shell Surfaces by Two kinds of Hanging Experiments Reviewed

    MIYAKE Masahiko

    Architectural Institute of Japan   ( 52 )   361 - 364   2012.05（ ISSN:13456660 ）

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  • 2090 Proposal of Design Formulas about Tuned Mass Dampers with Initial Displacement Possible to Select a Vibration Mode Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 52 )   357 - 360   2012.05（ ISSN:13456660 ）

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  • 2090 振動モードが選択可能な初期変位付与型TMD設計式の提案(構造) Reviewed

    吉中 進, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 52 )   357 - 360   2012.05（ ISSN:1345-6660 ）

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  • 2092 熱可塑性樹脂を用いた自由曲面シェルの実験的形状決定法に関する研究(構造) Reviewed

    渡邊 祥, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 52 )   365 - 368   2012.05（ ISSN:1345-6660 ）

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  • 2091 2種類の吊り下げ実験によって得られたシェル曲面の数学的表現と力学性状に関する研究(構造) Reviewed

    三宅 真彦, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 52 )   361 - 364   2012.05（ ISSN:1345-6660 ）

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  • EFFECT OF STATIC SAFETY FACTORS ON ULTIMATE SEISMIC RESISTANCE CAPACITY FOR PLANE LATTICE BEAMS Reviewed

    Yoshiya Taniguchi, Yuki Matsuura

    J. Struct. Constr. Eng., AIJ   77 ( 674 )   603 - 609   2012.04（ ISSN:1340-4202 ）

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  • EFFECT OF STATIC SAFETY FACTORS ON ULTIMATE SEISMIC RESISTANCE CAPACITY FOR PLANE LATTICE BEAMS Reviewed

    Yoshiya Taniguchi, Yuki Matsuura

    J. Struct. Constr. Eng., AIJ   77 ( 674 )   603 - 609   2012.04（ ISSN:1340-4202 ）

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  • EFFECT OF STATIC SAFETY FACTORS ON ULTIMATE SEISMIC RESISTANCE CAPACITY FOR PLANE LATTICE BEAMS Reviewed

    TANIGUCHI Yoshiya, MATSUURA Yuki

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   77 ( 674 )   603 - 609   2012（ ISSN:1340-4202 ）

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    Earthquake input energies have been discussed in considering seismic resistant capacities of structures. In the literature, it had been pointed out by the author et al. that potential energies due to self-weight and dead loads would be necessary to be taken into account in order to estimate the seismic resistance capacity in a good accuracy especially for beam type structures. The author presented an estimation method of ultimate seismic resistance capacity with the static absorbed energies considering potential energies. The method presented utilizes the two strain energies at an initial yield and a limit state, and a pseudo velocity response spectrum of seismic waves. Although it is based on an extrapolation method, it shows a good accuracy in the estimation of maximum input acceleration of seismic waves. The method includes a modification equation to improve the accuracy, considering the properties of elastic and plastic strain energies of structures during a pushover analysis. Then in this paper, the effect of static safety factors is investigated to make clear the meanings of coefficient in the modification equation, for lattice beams of two types, cross web type and warren type. As the results, a further modified estimation method is presented to predict the dynamic collapse level under excessive seismic motions with the information of pushover and free vibration analyses.

    DOI： 10.3130/aijs.77.603

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  • Proposal of tuned mass dampers with initial displacement which is possible to select vibration modes Reviewed

    YOSHINAKA SUSUMU, TANIGUCHI YOSHIYA

    National Committee for IUTAM, NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan   61 ( 0 )   118 - 118   2012

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    We study about tuned mass dampers with initial displacement. In the existing study, we could see that the vibration control performance in the initial transient response improve effectively by introducing initial displacement to TMD. Moreover, we proposed a design formula about the optimal initial displacement using optimum parameters for harmonic vibration and confirmed analytically the effect of vibration control performance for spatial structures. And we executed a vibration test under impulse loading to verify the effect of the proposed system experimentally and show that an experimental model of the TMD with initial displacement works.In this paper, we pay attention to the appearance of singular characteristics about modal damping ratios and natural frequencies when changing the damping ratio of TMD and propose a new design formula about tuned mass dampers with initial displacement which show very high control performance compared to the existing study.

    DOI： 10.11345/japannctam.61.0.118.0

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  • 20335 Effect of Plastic Work on Seismic Motion Level of Dynamic Collapse for Beam Type Structures Reviewed

    SUZUKI Hideaki, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2011   669 - 670   2011.07（ ISSN:13414453 ）

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  • 20408 膜材料のインベントリ分析による膜構造の環境性能評価(膜・エアビーム,構造I) Reviewed

    吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2011   815 - 816   2011.07（ ISSN:1341-4453 ）

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  • 20408 Life Cycle Impact Assessment of Membrane Structures by Life Cycle Inventory Analysis of Membrane Material Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2011   815 - 816   2011.07（ ISSN:13414453 ）

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  • 20335 梁型構造物の動的崩壊地震動レベルに及ぼす塑性仕事の効果(立体骨組の振動(1),構造I) Reviewed

    鈴木 秀明, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2011   669 - 670   2011.07（ ISSN:1341-4453 ）

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  • 2042 梁型構造物の動的崩壊地震動レベルに及ぼす塑性仕事の効果について(構造) Reviewed

    鈴木 秀明, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 51 )   165 - 168   2011.05（ ISSN:1345-6660 ）

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  • 2041 平面ラチス梁における終局耐震性能に及ぼす静的安全率の効果についての研究(構造) Reviewed

    松浦 由紀, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 51 )   161 - 164   2011.05（ ISSN:1345-6660 ）

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  • 2042 As for Effect of Plastic Work on Seismic Motion Level of Dynamic Collapse for Beam Type Structures Reviewed

    SUZUKI Hideaki, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan   ( 51 )   165 - 168   2011.05（ ISSN:13456660 ）

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  • 2041 Study on Effect of Static Safety Factors on Ultimate Seismic Resistance for Plane Lattice Beams Reviewed

    MATSUURA Yuki, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 51 )   161 - 164   2011.05（ ISSN:13456660 ）

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  • THE EFFECT OF MEMBER LAYOUT ON ELASTO-PLASTIC BEHAVIOR OF DOUBLE-LAYER LATTICE GRIDS Reviewed

    YAN Chongbing, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan, Journal of structural engineering. B   57   133 - 140   2011.03（ ISSN:09108033 ）

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    This paper is intended as an investigation of the elasto-plastic behavior of double-layer lattice grids with member layout and various mesh patterms. The treated mesh patterns for each layer are a square pattern and a diagonal pattern. The loading types are an uniformly distributed loading and an asymmetrically distributed loading. The effect of member layout on the elasto-plastic behavior and stress states are investigated for double layer lattice grids. In addition, the usefulness of the method to estimate the effective strength by the segment consisting of 3 x 3 structural units is discussed.

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  • 二層立体ラチス平板の弾塑性挙動に及ぼす部材配置の効果 Reviewed

    閻 崇兵, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 構造工学論文集. B   57   133 - 140   2011.03（ ISSN:0910-8033 ）

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    This paper is intended as an investigation of the elasto-plastic behavior of double-layer lattice grids with member layout and various mesh patterms. The treated mesh patterns for each layer are a square pattern and a diagonal pattern. The loading types are an uniformly distributed loading and an asymmetrically distributed loading. The effect of member layout on the elasto-plastic behavior and stress states are investigated for double layer lattice grids. In addition, the usefulness of the method to estimate the effective strength by the segment consisting of 3 x 3 structural units is discussed.

  • VIBRATION TEST USING A PLATE MODEL TO VERIFY THE EFFECT OF VIBRATION CONTROL OF TUNED MASS DAMPERS WITH INITIAL DISPLACEMENT UNDER IMPULSE LOADING Reviewed

    YOSHINAKA Susumu, NISHIYAMA Shuji, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Aij Journal of TECHNOLOGY and Design   17 ( 37 )   835 - 840   2011（ ISSN:1341-9463 ）

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    To effectively control transient responses, we propose TMDs with initial displacement. The initial displacement can change the phases of beat envelope curves resulting from superposition of two vibration modes with closely spaced natural frequencies. In this paper, we describe the vibration test under impulse loading to verify the effect of the proposed system experimentally and that a model of TMD made on an experimental basis works validly. Firstly, we explain the effect of vibration control of the proposed method to the plate model on the analytical basis. Then, we explain experimental results and lastly compared experimental results and analytical results.

    DOI： 10.3130/aijt.17.835

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  • Failure of Suspended Ceilings in Large Public Spaces by Great East Japan Earthquake Reviewed

    KAWAGUCHI Ken&rsquo;ichi, TANIGUCHI Yoshiya, OZAWA Yuki, NAKASO Yosuke, WATANABE Sho

    Institute of Industrial Science The University of Tokyo, SEISAN KENKYU   63 ( 6 )   765 - 772   2011（ ISSN:0037-105X ）

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    &nbsp;&nbsp;&nbsp; By the 2011 off the Pacific Coast of Tohoku Earthquake occurred on March 11, 2011 and its aftershocks, suspended ceilings had failed in several large public spaces. This paper reports distribution of the buildings. This paper also reports investigation results of five buildings whose ceilings had failed. It was found that failure of ceilings had mostly occurred in the area of five or more seismic intensity, and damage had reached widely. [This abstract is not included in the PDF]<br>

    DOI： 10.11188/seisankenkyu.63.765

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  • Relation between load-carrying capacity and seismic motion level of dynamic collapse for lattice arch and cylindrical roof Reviewed

    Yoshjiya Taniguchi Risa Fukushima

    J. Struct. Constr. Eng., AIJ   75 ( 658 )   2189 - 2196   2010.12（ ISSN:1340-4202 ）

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  • Relation between load-carrying capacity and seismic motion level of dynamic collapse for lattice arch and cylindrical roof Reviewed

    Yoshjiya Taniguchi, Risa Fukushima

    J. Struct. Constr. Eng., AIJ   75 ( 658 )   2189 - 2196   2010.12（ ISSN:1340-4202 ）

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  • 20396 Vibration Control of Transient Response for Spatial Structures using Tuned Mass Dampers with Initial Displacement : Effect of Vibration Control on Single Layer Lattice Shell Structures Reviewed

    NISHIYAMA Shuuji, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2010   791 - 792   2010.07（ ISSN:13414453 ）

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  • 20415 自重下における曲げのない軸力抵抗型の任意形状格子シェルの形状決定法の提案(形態創生・最適化(1),構造I) Reviewed

    渡邊 祥, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2010   829 - 830   2010.07（ ISSN:1341-4453 ）

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  • 20405 屋根型ラチスアーチ・シリンダーの耐荷性能と動的崩壊地震レベルの関係について(立体骨組の振動(2),構造I) Reviewed

    松浦 由紀, 谷口 与史也, 福島 理沙

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2010   809 - 810   2010.07（ ISSN:1341-4453 ）

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  • 20396 初期変位付与型TMDによる空間構造の過渡応答の振動制御 : その3単層円筒ラチスシェルにおける制振効果(立体骨組の振動(1),構造I) Reviewed

    西山 秀司, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2010   791 - 792   2010.07（ ISSN:1341-4453 ）

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  • 20415 A Form-finding Method of Axial Force-resisting without Bending Moment Free-form Grid Shell under Dead Load Reviewed

    WATANABE Sho, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2010   829 - 830   2010.07（ ISSN:13414453 ）

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  • 20405 Relation between Load-carrying Capacity and Seismic Motion Level of Dynamic Collapse for Lattice Arch and Cylindrical Roof Reviewed

    MATSUURA Yuki, TANIGUCHI Yoshiya, FUKUSHIMA Risa

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2010   809 - 810   2010.07（ ISSN:13414453 ）

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  • 2078 インパルスを受けた時の初期変位付与型TMDの制振効果に関する平板モデル実験(構造) Reviewed

    西山 秀司, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 50 )   309 - 312   2010.05（ ISSN:1345-6660 ）

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  • 2077 屋根型ラチスアーチ・シリンダーの耐荷性能と動的崩壊地震動レベルの関係に関する研究(構造) Reviewed

    松浦 由紀, 谷口 与史也, 福島 理沙

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 50 )   305 - 308   2010.05（ ISSN:1345-6660 ）

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  • 2076 自重下における曲げのない軸力抵抗型の任意形状格子シェルの形状決定法の提案(構造) Reviewed

    渡邊 祥, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 50 )   301 - 304   2010.05（ ISSN:1345-6660 ）

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  • 2075 ラチス・トラス・チューブ構造の高層建築の連続体類似法による性能評価に関する研究(構造) Reviewed

    上口 真路, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 50 )   297 - 300   2010.05（ ISSN:1345-6660 ）

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  • 2078 Vibration Experiment using Plate Model on the Effect of Vibration Control of Tuned Mass Dampers with Initial Displacement under Impulse Force Reviewed

    NISHIYAMA Shuji, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 50 )   309 - 312   2010.05（ ISSN:13456660 ）

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  • 2077 Relation between Load-carrying Capacity and Seismic Motion Level of Dynamic Collapse for Lattice Arch and Cylindrical Roof Reviewed

    MATSUURA Aya, TANIGUCHI Yoshiya, FUKUSHIMA Risa

    Architectural Institute of Japan   ( 50 )   305 - 308   2010.05（ ISSN:13456660 ）

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  • 2076 A Form-finding Method of Axial Force-resisting without Bending Moment Free-form Grid Shell under Dead Load Reviewed

    WATANABE Sho, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 50 )   301 - 304   2010.05（ ISSN:13456660 ）

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  • 2075 Performance Evaluation of Structural Characteristics of High-Rise Lattice Tube Structure by Continuum Analogy Method Reviewed

    KAMIGUCHI Masamichi, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan   ( 50 )   297 - 300   2010.05（ ISSN:13456660 ）

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  • Bending Elasticity Properties of Medium Size Logs of 80-Years-Old Sugi (Cryptomeria japonica) Grown in Wakayama Prefecture Reviewed

    KIMURA Fuminori, TANIGUCHI Yoshiya

    The Japan Wood Research Society, Mokuzai Gakkaishi   56 ( 1 )   17 - 24   2010.01（ ISSN:00214795 ）

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    The purpose of this study is to promote the utilization as structural lumber of medium size logs of 80-years-old sugi (<i>Cryptomeria japonica</i> D. Don). We measured the dynamic Young's modulus by longitudinal vibration (<i>E</i><sub>fr</sub>) of 35 medium size logs of 80-years-old sugi grown in Wakayama Prefecture. Then, we measured the dynamic Young's modulus by longitudinal vibration (<i>E</i><sub>d</sub>), and the static Young's modulus in bending measured by the dead weight method (<i>MOE</i>) of 275 rectangular-cut timbers (standard size : 45&times;90 mm) sawn from the logs. The correlation of <i>E</i><sub>fr</sub>, <i>E</i><sub>d</sub>, and <i>MOE</i> was tested relying on statistical tools. Main results are as follows : First, the correlation between <i>E</i><sub>d</sub> and <i>MOE</i> is statistically significant. Second, the classification for every lot was effective, since <i>MOE</i> for every lot differed according to lot type at a statistically significant level, and the correlation between <i>E</i><sub>d</sub> and <i>MOE</i> was statistically significant for every lot. Third, a strong correlation between <i>E</i><sub>fr</sub> and <i>MOE</i> was observed. Therefore, machine stress grading based on <i>E</i><sub>fr</sub> was tested as a next phase. As a result, we found it was effective. This method is effective in the case where a variety of lots exist in one area of classification, since the quality of logs varies for every lot.

    DOI： 10.2488/jwrs.56.17

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  • VIBRATION CONTROL OF TRANSIENT RESPONSE FOR SPATIAL STRUCTURES BY USING TUNED MASS DAMPERS WITH INITIAL DISPLACEMENT:&mdash;Fundamental investigation about design formulas with initial displacement&mdash; Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   75 ( 653 )   1299 - 1308   2010（ ISSN:1340-4202 ）

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    In this paper, we propose tuned mass dampers with initial displacement to control transient response for spatial structures. The initial displacement of the TMD changes the phase of a beat envelope curve resulted from two vibration modes with closely spaced natural frequencies. We propose design formulas of tuned mass dampers with initial displacement and studied analytically the effect of vibration control on an impulse force and an impulsive earthquake force. As a consequence, we could recognize that the proposed system improve especially the control performance of the initial response. Lastly, to confirm the applicability of the proposed design formulas for controlling real structures, we studied analytically the effect of vibration control of the proposed method in this paper by using a single layer lattice shell model.

    DOI： 10.3130/aijs.75.1299

    CiNii Article

  • Bending Elasticity Properties of Medium Size Logs of 80-Years-Old Sugi (Cryptomeria japonica) Grown in Wakayama Prefecture Reviewed

    Kimura Fuminori, Taniguchi Yoshiya

    MOKUZAI GAKKAISHI   56 ( 1 )   17 - 24   2010（ ISSN:0021-4795 ）

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  • RELATION BETWEEN LOAD-CARRYING CAPACITY AND SEISMIC MOTION LEVEL OF DYNAMIC COLLAPSE FOR LATTICE ARCH AND CYLINDRICAL ROOF Reviewed

    TANIGUCHI Yoshiya, FUKUSHIMA Risa

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   75 ( 658 )   2189 - 2196   2010（ ISSN:1340-4202 ）

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    Lattice structures consisting of various mesh patterns show different static buckling and post-buckling behaviors even if the compression members have the same slenderness ratios. There are not sufficient studies in the literature to finding document to know the effect of these static characteristics on the seismic resistant capacity. In this paper as for plane lattice arches and double-layer cylindrical lattice roofs, the relation between dynamic collapse behavior and static collapse behavior, under excessive vertical loads, is numerically investigated to present a prediction method for the load level of dynamic collapse. The prediction method can be done with the information of load-deformation curves, natural periods and velocity response spectrum of seismic motions. The value predicted may be modified with the information of the elastic and plastic strain energies at a limit state of structures.

    DOI： 10.3130/aijs.75.2189

    CiNii Article

  • EXPERIMENTAL STUDY ON TENSILE PROPERTIES AND PRESUMPTION INDEX OF MADAKE (P.RETICULATA C.KOCH) FOR CRAFTS Reviewed

    KIMURA Fuminori, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   75 ( 650 )   839 - 848   2010（ ISSN:1340-4202 ）

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    We have developed the new earthquake resisting wall which made KAGOME-knits of the bamboo material. This study proposes the tensile properties of the bamboo material for crafts used as the material. Full-size tensile tests were conducted in order to examine the tensile character of 162 tensile specimen. And the correlation of thickness(<i>t</i>) of a node and a internode, and tensile properties was mainly examined. Main findings are given in the below. First, very strong linear relationships are observed between breaking strain and failure modes. And the difference of the thickness of right and left of a node had influenced the failure modes. Second, strong linear relationships are observed between tensile properties and <i>t</i>. Therefore, the stress grading based on <i>t</i> was examined as a next phase. As a result, it was found that it was effective. From these results in the above, the bamboo material, of which quality is controlled by the present method, is available as structural bamboo, since stiffness, strength, and maximum load are guaranteed.

    DOI： 10.3130/aijs.75.839

    CiNii Article

  • 20457 フルグラス・ブリッジの最適形状と接合部に関する一考察(新素材,構造I) Reviewed

    宮脇 和紀, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2009   913 - 914   2009.07（ ISSN:1341-4453 ）

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  • 20385 初期変位付与型TMDによる過渡応答の振動制御 : その1 提案概要と衝撃力に対する制振効果(立体骨組の振動(2),構造I) Reviewed

    吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2009   769 - 770   2009.07（ ISSN:1341-4453 ）

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  • 20384 上下面に剛性差がある複層立体トラスの基本振動性状(立体骨組の振動(2),構造I) Reviewed

    松浦 由紀, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2009   767 - 768   2009.07（ ISSN:1341-4453 ）

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  • 20382 平面ラチスアーチの動的崩壊地震動レベルの予測に関する研究 : その2 速度応答スペクトルを用いる方法(立体骨組の振動(1),構造I) Reviewed

    福島 理沙, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2009   763 - 764   2009.07（ ISSN:1341-4453 ）

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  • 20381 平面ラチスアーチの動的崩壊地震動レベルの予測に関する研究 : その1 地震動の最大入力加速度の予測(立体骨組の振動(1),構造I) Reviewed

    谷口 与史也, 福島 理沙

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2009   761 - 762   2009.07（ ISSN:1341-4453 ）

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  • 20371 正方形網目と菱形網目からなる二層立体ラチスドームの弾性座屈性状に及ぼす部材配置の効果について(立体骨組の座屈(2),構造I) Reviewed

    閣 崇兵, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2009   741 - 742   2009.07（ ISSN:1341-4453 ）

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  • 20457 A Study on Optimum Form and Connection of Full Glass Bridge Reviewed

    MIYAWAKI Kazuki, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2009   913 - 914   2009.07（ ISSN:13414453 ）

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    CiNii Article

  • 20385 Vibration Control of Transient Response Using Tuned Mass Dampers with Initial Displacement (Effect of Vibration Control on Impulse Response Reviewed

    YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2009   769 - 770   2009.07（ ISSN:13414453 ）

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    CiNii Article

  • 20384 Fundamental Vibration Characteristics of Double Layer Truss Structures with Different Rigidities between Upper and Lower Layers Reviewed

    MATSUURA Yuki, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2009   767 - 768   2009.07（ ISSN:13414453 ）

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    CiNii Article

  • 20382 Study on the Prediction Method of Dynamic Collapse under Seismic Motions for Plane Lattice Arches : Part 2 Method with Velocity Response Spectrum Reviewed

    FUKUSHIMA Risa, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2009   763 - 764   2009.07（ ISSN:13414453 ）

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    CiNii Article

  • 20381 Study on the Prediction Method of Dynamic Collapse under Seismic Motions for Plane Lattice Arches : Part 1 Maximum Input Acceleration of Seismic Motions Reviewed

    TANIGUCHI Yoshiya, FUKUSHIMA Risa

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2009   761 - 762   2009.07（ ISSN:13414453 ）

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    CiNii Article

  • 20371 As for Effect of Member Layouts on Elastic Buckling Behavior for Square-and-Diagonal Double-layer Lattice Domes Reviewed

    YAN Chongbing, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2009   741 - 742   2009.07（ ISSN:13414453 ）

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  • 20370 Evaluation of Buckling Strength using Effective Strength for Double-layer Latticed Domes with Proportioned Sections Reviewed

    KUMAGAI Tomohiko, TANIGUCHI Yoshiya, FUNAHASHI Yasuyuki, OGAWA Toshiyuki

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2009   739 - 740   2009.07（ ISSN:13414453 ）

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  • 20370 断面設計された二層立体ラチスドームの有効強度を用いた座屈耐力評価(立体骨組の座屈(2),構造I) Reviewed

    熊谷 知彦, 谷口 与史也, 舟橋 靖之, 小河 利行

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2009   739 - 740   2009.07（ ISSN:1341-4453 ）

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  • 2039 Effective strength of structural segments determined by elastic member buckling and yielding for parallele plane lattice beams Reviewed

    OBAYASHI Masamichi, KAMIGUCHI Masamichi, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan   ( 49 )   153 - 156   2009.05（ ISSN:13456660 ）

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  • 2076 木造建物の履歴エネルギー利用型制震装置の開発(構造) Reviewed

    伊藤 舞衣子, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 49 )   301 - 304   2009.05（ ISSN:1345-6660 ）

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  • 2069 竹繊維を用いた建築用部材の材料特性とボルト接合強度に関する実験的研究(構造) Reviewed

    海妻 伴之, 谷口 与史也, 清岡 久幸

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 49 )   273 - 276   2009.05（ ISSN:1345-6660 ）

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  • 2046 フルグラス・ブリッジの最適形状と接合部に関する研究(構造) Reviewed

    宮脇 和紀, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 49 )   181 - 184   2009.05（ ISSN:1345-6660 ）

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  • 2043 単層2方向格子シェルの座屈挙動に及ぼすブレースの配置効果に関する研究(構造) Reviewed

    勝田 大輔, 中島 宏幸, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 49 )   169 - 172   2009.05（ ISSN:1345-6660 ）

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  • 2040 発電所鉄骨ラチス屋根構造の基本振動性状に関する研究(構造) Reviewed

    松浦 由紀, 吉中 進, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 49 )   157 - 160   2009.05（ ISSN:1345-6660 ）

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  • 2039 平行弦平面ラチス梁の個材の弾性座屈と降伏で定まるセグメント有効強度に関する(構造) Reviewed

    大林 正道, 上口 真路, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 49 )   153 - 156   2009.05（ ISSN:1345-6660 ）

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  • 2076 Invention of a damping system using histeretic energy for timber structures Reviewed

    ITO Maiko, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan   ( 49 )   301 - 304   2009.05（ ISSN:13456660 ）

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  • 2069 Experimental Study of Material Characteristics and Bolted Connection Strength for Member produced from Bamboo Fiber Reviewed

    KAIZUMA Tomoyuki, TANIGUCHI Yoshiya, KIYOOKA Kumi

    Architectural Institute of Japan   ( 49 )   273 - 276   2009.05（ ISSN:13456660 ）

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  • 2046 Study on Optimum Form and Connection of Full Glass Bridge Reviewed

    MIYAWAKI Kazuki, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan   ( 49 )   181 - 184   2009.05（ ISSN:13456660 ）

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  • 2043 Effect of Brace Arrangement on Buckling Behavior for Two-way Grid Shells of Single Layer Reviewed

    KATSUDA Daisuke, NAKAJIMA Hiroyuki, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan   ( 49 )   169 - 172   2009.05（ ISSN:13456660 ）

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  • 2041 Effect of Member Layouts on Elastic Buckling Behavior for Square-and-Diagonal Double-layer Lattice Domes Reviewed

    YAN Chongbing, TANIGUCHI Yoshiya, YOSHINAKA Susumu

    Architectural Institute of Japan   ( 49 )   161 - 164   2009.05（ ISSN:13456660 ）

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  • 2040 Study on Fundamental Vibration Characteristics of Steel Lattice Roof Structures for Power Station Reviewed

    MATSUURA Yuki, YOSHINAKA Susumu, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 49 )   157 - 160   2009.05（ ISSN:13456660 ）

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  • DEVELOPMENT OF EARTHQUAKE RESISTING WALL OF TIMBER FRAME USING KAGOME-UNIT MADE OF BAMBOO Reviewed

    KIMURA Fuminori, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Aij Journal of TECHNOLOGY and Design   15 ( 29 )   121 - 126   2009.02（ ISSN:13419463 ）

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    A new earthquake resisting wall using the &ldquo;KAGOME-unit&rdquo; was developed to improve the earthquake resistant performance of timber frame. The advantage of the KAGOME-unit is superior constructivity because of light-weighted, and that it is able to improve the earthquake resistant performance keeping open space because of transparent and permeable. To evaluate the earthquake resistant performance of the earthquake resisting wall which built KAGOME-unit into timber frame, horizontal cyclic static loading tests has been conducted. As a result, it could be verified that the earthquake resistant performance of the earthquake resisting wall was about that of so-called &ldquo;MITSUWARI&rdquo; diagonal bracing.

    DOI： 10.3130/aijt.15.121

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  • Collapse Behaviors of Plane Lattice Arches under Excessive Dynamic and Static Vertical Loads Reviewed International coauthorship

    Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2009   2804 - 2813   2009（ ISBN:9788483634615 ）

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    Authorship：Lead author   Publishing type：Research paper (international conference proceedings)   Kind of work：Joint Work   International / domestic magazine：International journal  

  • Collapse Behaviors of Plane Lattice Arches under Excessive Dynamic and Static Vertical Loads Reviewed

    Yoshiya Taniguchi, Risa Fukushima, Susumu Yoshinaka

    Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2009   2804 - 2813   2009

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  • EXPERIMENTAL STUDY ON BENDING STRENGTH PROPERTIES AND PRESUMPTION INDEX OF MEDIUM SIZE LOG OF SUGI (CRYPTOMERIA JAPONICA) GROWN IN WAKAYAMA PREFECTURE Reviewed

    KIMURA Fuminori, TANIGUCHI Yoshiya, SAKA Toshitsugu

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   ( 629 )   1135 - 1142   2008.07（ ISSN:13404202 ）

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    Flatwize bending tests were conducted after a measurement of the visual grading factors and dynamic modulus of elasticity for a full scale rectangular-cut lumber sawed from Sugi (Cryptomeria japonica D.Don) mediumsize logs grown in Wakayama Prefecture. The purpose is to verify the applicability of machine stress grading of JAS (Japanese Agricultural Standards) and to examine utilization of the materials as structural lumber under flatwize bending. Main results are as follows. 1) As visual features rectangular-cut lumber whose ratio of knot size to face depth exceeded more than 60%, and which had dead knot showed brittle fracture. 2) Although visual stress grading and machine stress grading were both effective as stress grading system, the machine stress grading was more effective than the other. 3) Very strong linear relationships are observed between bending modulus of elasticity and dynamic modulus of elasticity. From these results in the above, the strong standard characteristic values of lumber by the machine stress grading using bending modulus of elasticity of the standard size of 45mm, were calculated. Therefore, the rectangular-cut lumber, of which quality is controlled by the present method, is available as structural lumber, since stiffness, strength, and ductility are guaranteed.

    DOI： 10.3130/aijs.73.1135

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  • 20428 Effect of Member Layouts on Elasto-plastic Static Behavior for Square-and-Diagonal Double-Layer Latticed Structures Reviewed

    YAN Chongbing, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2008   855 - 856   2008.07（ ISSN:13414453 ）

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  • 20430 平面ラチスアーチの静的および動的過大鉛直荷重下での崩壊挙動に関する研究(立体骨組の座屈(1),構造I) Reviewed

    福島 理沙, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2008   859 - 860   2008.07（ ISSN:1341-4453 ）

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  • 20428 正方形網目と菱形網目からなる二層立体ラチス板の静的弾塑性性状に及ぼす部材配置の効果(立体骨組の座屈(1),構造I) Reviewed

    閻 崇兵, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2008   855 - 856   2008.07（ ISSN:1341-4453 ）

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  • 22208 On The Development of KAGOME Earthquake Resisting Wall by Bamboo : Part 4-Hysteretic characteristics of KAGOME Earthquake Resisting Wall Reviewed

    KIMURA Fuminori, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures   2008   415 - 416   2008.07（ ISSN:1341447X ）

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  • 20430 Collapse Behavior of Plane Lattice Arch under Dynamic and Static Excessive Vertical Loads Reviewed

    FUKUSIMA Risa, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2008   859 - 860   2008.07（ ISSN:13414453 ）

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  • 22208 竹材を使用した籠目耐震壁の開発に関する基礎的研究について : その4-籠目耐震壁の復元力特性(面格子壁,構造III) Reviewed

    木村 文則, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. C-1, 構造III, 木質構造, 鉄骨構造, 鉄骨鉄筋コンクリート構造   2008   415 - 416   2008.07（ ISSN:1341-447X ）

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  • 2043 Effect of Member Layouts on Elasto-plastic Behavior for Square-and-Diagonal Double-layer Lattice Structures Reviewed

    YAN Chongbing, TANIGUCHI Yoshiya, SAKA Toshitsugu

    Architectural Institute of Japan   ( 48 )   169 - 172   2008.05（ ISSN:13456660 ）

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    CiNii Article

  • 2044 二方向二層立体ラチスシリンダーの部材レイアウトと構造特性に関する研究(構造) Reviewed

    木下 直人, 坂 壽二, 谷口 与史也, 青池 弘樹

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 48 )   173 - 176   2008.05（ ISSN:1345-6660 ）

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  • 2043 正方形網目と菱形網目からなる二層立体ラチス板の静的弾塑性性状に及ぼす部材配置の効果(構造) Reviewed

    閻 崇兵, 谷口 与史也, 坂 壽二

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 48 )   169 - 172   2008.05（ ISSN:1345-6660 ）

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  • 2044 Member Layouts and Structural Properties for Two-way Double-Layer Cylindrical Lattice Shells Reviewed

    KINOSHITA Naoto, SAKA Toshitsugu, TANIGUCHI Yoshiya, AOIKE Hiroki

    Architectural Institute of Japan   ( 48 )   173 - 176   2008.05（ ISSN:13456660 ）

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    CiNii Article

  • 正方形網目と菱形網目からなる二層立体ラチス板の弾性座屈性状に及ぼす部材配置の効果 Reviewed

    閻 崇兵, 谷口 与史也, 坂 壽二

    一般社団法人日本建築学会 構造工学論文集. B   54   671 - 678   2008.03（ ISSN:0910-8033 ）

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    This paper is concerned with the elastic buckling behavior of double-layer lattice structures. The lattice patterns treated as "square-on-diagonal" and "diagonal-on square". The teams refer to member layout in the top and bottom layer respectively. On designing this lattice structures, the relation between the member layout and the edge of plan must be decided. Then, in this paper the effect of member layout on the buckling behavior and stress states are investigated for double layer lattice grids and cylinders. The other numerical parameter is the support conditions.

  • ELASTO-PLASTIC BUCKLING BEHAVIOR AND STRENGTH ESTIMATION OF DOUBLE-LAYER LATTICED DOMES WITH VARIOUS MESH PATTERNS AND BOUNDARY CONDITIONS Reviewed

    KUMAGAI Tomohiko, TANIGUCHI Yoshiya, OGAWA Toshiyuki, FUNAHASHI Yasuyuki

    Architectural Institute of Japan, Journal of structural engineering. B   54   337 - 344   2008.03（ ISSN:09108033 ）

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    This paper is intended as an investigation of the effects of mesh patterns, arrangements of member cross sections and boundary conditions on the static buckling behavior of double-layer latticed domes and an estimation of ultimate loads by elasto-plastic static buckling analyses. The treated mesh patterns for each layer are a square pattern and a diagonal pattern. The boundary conditions for the structural design and the loading are pin support and pin-roller support. The loading types are a distributed loading in proportion to the distribution of dead load. Based on the numerical results, the effects of mesh pattern and boundary condition on the elastic stiffness, the sequences of occurrences of member yield, the initial and ultimate loads and so on were made clear. The ultimate loads were estimated in safe side by using Modified Dunkerley Formulation with the knock-down factor γ=1.0.

    CiNii Article

  • THE EFFECT OF MEMBER LAYOUT ON THE ELASTIC BUCKING BEHAVIOR OF SQUARE-AND-DIAGONAL DOUBLE-LAYER LATTICE STRUCTURES Reviewed

    YAN Chongbing, TANIGUCHI Yoshiya, SAKA Toshitsugu

    Architectural Institute of Japan, Journal of structural engineering. B   54   671 - 678   2008.03（ ISSN:09108033 ）

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    This paper is concerned with the elastic buckling behavior of double-layer lattice structures. The lattice patterns treated as "square-on-diagonal" and "diagonal-on square". The teams refer to member layout in the top and bottom layer respectively. On designing this lattice structures, the relation between the member layout and the edge of plan must be decided. Then, in this paper the effect of member layout on the buckling behavior and stress states are investigated for double layer lattice grids and cylinders. The other numerical parameter is the support conditions.

    CiNii Article

  • VR型都市問題研究成果データベースの開発:-東横堀川周辺地区を対象として- Reviewed

    鈴木 広隆, 鍋島 美奈子, 北田 俊行, 山口 隆司, 谷口 与史也, 梅宮 典子, 横山 俊祐, 宗意 祐典

    日本図学会　図学研究   42 ( 1 )   53 - 56   2008（ ISSN:0387-5512 ）

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    近年、都市が抱える様々な問題を解決するため、分野横断的なプロジェクト研究が多数行われている。しかし、それらの成果は、論文などの情報として蓄積されるため、プロジェクトに参加しているメンバー同士であっても相互に理解することが容易ではない。本研究ではこれらの問題点を解決するため、3DVR空間をプラットホームとし、空間情報をインデックスとしてビジュアル/ノンビジュアルな研究成果を蓄積するスタイルのデータベースの開発を行った。

    DOI： 10.5989/jsgs.42.Supplement1_53

    CiNii Article

  • Elasto-plastic Buckling Behavior and Strength Estimation of Double-layer Latticed Domes with Various Mesh Patterns and Boundary Conditions

    54B   337 - 344   2008

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  • The Effect of Member Layout on the Elastic Buckling Behavior of Square-and-diagonal Double-layer Lattice Structures

    54B   671 - 678   2008

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  • Earthquake Input Energy at Dynamic Collapse for Double-layer Cylindrical Lattice Roofs Reviewed International coauthorship

    Journal of the International Associtation for Shell and Spatial Structures (J.IASS)   49 ( 2 )   89 - 96   2008

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    Authorship：Lead author   Publishing type：Research paper (scientific journal)   Kind of work：Joint Work   International / domestic magazine：International journal  

  • Earthquake Input Energy at Dynamic Collapse for Double-layer Cylindrical Lattice Roofs Reviewed

    Yoshiya Taniguchi, Phillip L. Gould, Masahiro Kurano

    Journal of the International Associtation for Shell and Spatial Structures (J.IASS)   49 ( 2 )   89 - 96   2008

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  • The Effect of Member Layout on the Elastic Buckling Behavior of Square-and-diagonal Double-layer Lattice Structures Reviewed

    54B   671 - 678   2008

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  • 20383 Elasto-plastic Buckling Behavior of Double-layer Latticed Domes with Roller Support Reviewed

    FUNAHASHI Yasuyuki, KUMAGAI Tomohiko, TANIGUCHI Yoshiya, OGAWA Toshiyuki

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2007   765 - 766   2007.07（ ISSN:13414453 ）

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    CiNii Article

  • 20391 二層屋根型円筒ラチスシェルの動的崩壊と地震入力エネルギーについて(立体骨組の地震応答性状(1),構造I) Reviewed

    谷口 与史也, 坂 壽二, 蔵野 昌浩

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2007   781 - 782   2007.07（ ISSN:1341-4453 ）

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  • 20385 二層屋根型円筒ラチスシェルの座屈および座屈後挙動に関する一考察 : その2 座屈後挙動および構造ユニットの強度への適用(立体骨組の座屈(1),構造I) Reviewed

    坂 壽二, 平野 篤, 木下 直人, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2007   769 - 770   2007.07（ ISSN:1341-4453 ）

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  • 20384 二層屋根型円筒ラチスシェルの座屈および座屈後挙動に関する一考察 : その1 弾性座屈耐力に及ぼす接合部の影響(立体骨組の座屈(1),構造I) Reviewed

    坂 壽二, 平野 篤, 木下 直人, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2007   767 - 768   2007.07（ ISSN:1341-4453 ）

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  • 20383 ローラー支持された二層立体ラチスドームの静的弾塑性座屈性状(立体骨組の座屈(1),構造I) Reviewed

    舟橋 靖之, 熊谷 知彦, 谷口 与史也, 小河 利行

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2007   765 - 766   2007.07（ ISSN:1341-4453 ）

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  • 22018 On The Development of KAGOME Earthquake Resisting Wall by Bamboo : Part3-Young's moduli of logs Reviewed

    KIMURA Fuminori, TANIGUCHI Yoshiya, SAKA Toshitsugu

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures   2007   35 - 36   2007.07（ ISSN:1341447X ）

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    CiNii Article

  • 20391 On the Dynamic Collapse and Earthquake Input Energy of Double-Layer Cylindrical Lattice Shells Reviewed

    TANIGUCHI Yoshiya, SAKA Toshitsugu, KURANO Masahiro

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2007   781 - 782   2007.07（ ISSN:13414453 ）

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    CiNii Article

  • 20385 A Consideration of Buckling and Post-Buckling Behavior of Double-Layer latticed Cylindrical Roof : Part2 Post-Buckling Behavior and Application of The Strength of Structual Unit Reviewed

    SAKA Toshitsugu, HIRANO Atsushi, KINOSHITA Naoto, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2007   769 - 770   2007.07（ ISSN:13414453 ）

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    CiNii Article

  • 20384 A Consideration of Buckling and Post-Buckling Behavior of Double-Layer latticed Cylindrical Roof : Part1 The Effect of Joints on Bearing of Elastic Buckling Loads Reviewed

    SAKA Toshitsugu, HIRANO Atsushi, KINOSHITA Naoto, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2007   767 - 768   2007.07（ ISSN:13414453 ）

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    CiNii Article

  • 22018 竹材を使用した籠目耐震壁の開発に関する基礎的研究について : その3-原木丸太のヤング係数(材料・部材性能(2),構造III) Reviewed

    木村 文則, 谷口 与史也, 坂 壽二

    一般社団法人日本建築学会 学術講演梗概集. C-1, 構造III, 木質構造, 鉄骨構造, 鉄骨鉄筋コンクリート構造   2007   35 - 36   2007.07（ ISSN:1341-447X ）

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  • 2062 The Load Carrying Capacity and The Strength of Strctual Unit for Double-Layer Latticed Plates Reviewed

    SAKA Toshitsugu, HIRANO Atsushi, KINOSHITA Naoto, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 47 )   245 - 248   2007.05（ ISSN:13456660 ）

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    CiNii Article

  • 2063 二層屋根型円筒ラチスシェルの動的崩壊と地震入力エネルギー(構造) Reviewed

    谷口 与史也, 蔵野 昌浩, 坂 壽二

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 47 )   249 - 252   2007.05（ ISSN:1345-6660 ）

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  • 2062 二層屋根型円筒ラチスシェルの座屈および座屈後挙動(構造) Reviewed

    坂 壽二, 平野 篤, 木下 直人, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 47 )   245 - 248   2007.05（ ISSN:1345-6660 ）

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  • 2063 Dynamic Collapse and Earthquake Input Energy of Double-Layer Cylindrical Lattice Shells Reviewed

    TANIGUCHI Yoshiya, KURANO Masahiro, SAKA Toshitsugu

    Architectural Institute of Japan   ( 47 )   249 - 252   2007.05（ ISSN:13456660 ）

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    CiNii Article

  • BUCKLING BEHAVIOR AND LIMIT STATE LOAD OF DOUBLE-LAYER CYLINDRICAL LATTICE ROOFS

    Journal of the International Association for Shell and Spatial Structures, IASS   48 ( 1 )   53 - 61   2007（ ISSN:0304-3622 ）

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  • BUCKLING BEHAVIOR AND LIMIT STATE LOAD OF DOUBLE-LAYER CYLINDRICAL LATTICE ROOFS Reviewed

    Journal of the International Association for Shell and Spatial Structures, IASS   48 ( 1 )   53 - 61   2007（ ISSN:0304-3622 ）

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  • 2081 A Fundamental Study on Development of KAGOME Earthquake Resisting Wall by Bamboo. : Part3- Young's Moduli of Structual Lumber. Reviewed

    KIMURA Fuminori, TANIGUCHI Yoshiya, SAKA Toshitsugu

    Architectural Institute of Japan   47   321 - 324   2007（ ISSN:13456660 ）

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    CiNii Article

  • 竹材を使用した籠目耐震壁の開発に関する基礎的研究 その3-平割材のヤング係数に関する実験的研究 Reviewed

    木村文則, 谷口 与史也, 坂 壽二

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集, 構造系   47   321 - 324   2007（ ISSN:1345-6660 ）

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  • 20369 Elasto-plastic Buckling Behavior of Double-layer Latticed Domes with Various Mesh Patterns : Part1 Static Elasto-plastic Buckling Behavior Reviewed

    SATO Eisuke, KUMAGAI Tomohiko, TANIGUCHI Yoshiya, OGAWA Toshiyuki, MASUYAMA Makiko

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2006   737 - 738   2006.07（ ISSN:13414453 ）

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  • 20386 立体ラチス構造の限界耐力と動的崩壊について : その2 屋根型二層立体ラチスシリンダー(立体骨組の地震応答評価, 構造I) Reviewed

    谷口 与史也, 蔵野 昌浩, 坂 壽二

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2006   771 - 772   2006.07（ ISSN:1341-4453 ）

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  • 20385 立体ラチス構造の限界耐力と動的崩壊について : その1 単層ラチスドーム(立体骨組の地震応答評価, 構造I) Reviewed

    谷口 与史也, 犬伏 徹志, 坂 壽二

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2006   769 - 770   2006.07（ ISSN:1341-4453 ）

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  • 22131 On The Development of KAGOME Earthquake Resisting Wall by Bamboo : Part2-The verification of experiment and analysis Reviewed

    KIMURA Fuminori, TANIGUCHI Yoshiya, SAKA Toshitsugu

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures   2006   261 - 262   2006.07（ ISSN:1341447X ）

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    CiNii Article

  • 20386 On Limit State Load and Dynamic Collapse for Spatial Latticed Structures : Part2 Double-Layer Cylindrical Latticed Roofs Reviewed

    TANIGUCHI Yoshiya, KURANO Masahiro, SAKA Toshitsugu

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2006   771 - 772   2006.07（ ISSN:13414453 ）

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    CiNii Article

  • 20385 On Limit State Load and Dynamic Collapse for Spatial Latticed Structures : Part1 Single Layer Latticed Domes Reviewed

    TANIGUCHI Yoshiya, INUBUSHI Tetsushi, SAKA Toshitsugu

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2006   769 - 770   2006.07（ ISSN:13414453 ）

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    CiNii Article

  • 20368 The Load Carrying Capacity for Double-Layer Latticed Plates : Part2 The Collapse Behaviour by The Post-Buckling Analysis Reviewed

    SAKA Toshitsugu, HIRANO Atsushi, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2006   735 - 736   2006.07（ ISSN:13414453 ）

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    CiNii Article

  • 20367 The Load Carrying Capacity for Double-Layer Latticed Plates : Part1 The Strength of Strctual Unit Reviewed

    SAKA Toshitsugu, HIRANO Atsushi, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2006   733 - 734   2006.07（ ISSN:13414453 ）

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    CiNii Article

  • 20370 Static and Dynamic Elasto-plastic Buckling Behavior of Double-layer Latticed Domes with Various Mesh Patterns : Part2 Dynamic Elasto-plastic Buckling Behavior and Strength Estimation Reviewed

    KUMAGAI Tomohiko, TANIGUCHI Yoshiya, OGAWA Toshiyuki, MASUYAMA Makiko

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2006   739 - 740   2006.07（ ISSN:13414453 ）

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    CiNii Article

  • 22131 竹材を使用した籠目耐震壁の開発に関する基礎的研究について : その2-繰り返しせん断実験および解析検証(新工法耐力壁, 構造III) Reviewed

    木村 文則, 谷口 与史也, 坂 壽二

    一般社団法人日本建築学会 学術講演梗概集. C-1, 構造III, 木質構造, 鉄骨構造, 鉄骨鉄筋コンクリート構造   2006   261 - 262   2006.07（ ISSN:1341-447X ）

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  • 20370 網目形状の異なる二層立体ラチスドームの弾塑性座屈性状 : その2 動的弾塑性座屈性状および耐力評価(立体骨組の静的構造挙動, 構造I) Reviewed

    熊谷 知彦, 谷口 与史也, 小河 利行, 増山 真紀子

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2006   739 - 740   2006.07（ ISSN:1341-4453 ）

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  • 20369 網目形状の異なる二層立体ラチスドームの弾塑性座屈性状 : その1 静的弾塑性座屈性状(立体骨組の静的構造挙動, 構造I) Reviewed

    佐藤 英佑, 熊谷 知彦, 谷口 与史也, 小河 利行, 増山 真紀子

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2006   737 - 738   2006.07（ ISSN:1341-4453 ）

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  • 20368 二層立体ラチス平板の耐荷力 : その2 座屈後解析を用いた崩壊挙動(立体骨組の静的構造挙動, 構造I) Reviewed

    坂 壽二, 平野 篤, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2006   735 - 736   2006.07（ ISSN:1341-4453 ）

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  • 20367 二層立体ラチス平板の耐荷力 : その1 構造ユニットの強度(立体骨組の静的構造挙動, 構造I) Reviewed

    坂 壽二, 平野 篤, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2006   733 - 734   2006.07（ ISSN:1341-4453 ）

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  • 2078 Limit State Load and Dynamic Collapse for Spatial Latticed Structures : Part 1 Single Layer Latticed Domes Reviewed

    TANIGUCHI Yoshiya, INUBUSHI Tetsushi, SAKA Toshitsugu

    Architectural Institute of Japan   ( 46 )   309 - 312   2006.05（ ISSN:13456660 ）

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    CiNii Article

  • 2079 立体ラチス構造の限界耐力と動的崩壊 : その2 屋根型二層立体ラチスシリンダー(構造) Reviewed

    谷口 与史也, 蔵野 昌浩, 坂 壽二

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 46 )   313 - 316   2006.05（ ISSN:1345-6660 ）

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  • 2078 立体ラチス構造の限界耐力と動的崩壊 : その1 単層ラチスドーム(構造) Reviewed

    谷口 与史也, 犬伏 徹志, 坂 壽二

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 46 )   309 - 312   2006.05（ ISSN:1345-6660 ）

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  • 2080 The Load Carrying Capacity and The Strength of Strctual Unit for Double-Layer Latticed Plates Reviewed

    SAKA Toshitsugu, HIRANO Atsushi, TEI Yasunobu, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 46 )   317 - 320   2006.05（ ISSN:13456660 ）

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    CiNii Article

  • 2079 Limit State Load and Dynamic Collapse for Spatial Latticed Structures : Part2 Double-Layer Cylindrical Latticed Roofs Reviewed

    TANIGUCHI Yoshiya, KURANO Masahiro, SAKA Toshitsugu

    Architectural Institute of Japan   ( 46 )   313 - 316   2006.05（ ISSN:13456660 ）

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    CiNii Article

  • 2080 二層立体ラチス平板の耐荷力と構造ユニットの強度(構造) Reviewed

    坂 壽二, 平野 篤, 鄭 泰允, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 46 )   317 - 320   2006.05（ ISSN:1345-6660 ）

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  • ELASTO-PLASTIC BUCKLING BEHAVIOR AND STRENGTH ESTIMATION OF DOUBLE-LAYER LATTICED DOMES WITH VARIOUS MESH PATTERNS AND LOADING TYPES Reviewed

    KUMAGAI Tomohiko, TANIGUCHI Yoshiya, OGAWA Toshiyuki, MASUYAMA Makiko

    Architectural Institute of Japan, Journal of structural engineering. B   52   69 - 76   2006.03（ ISSN:09108033 ）

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    This paper is intended as an investigation of the static buckling behavior of double-layer latticed domes with various mesh patterns and loading types. The treated mesh patterns are a square pattern (S-pattern) and a diagonal pattern (D-pattern). The combining mesh patterns for the domes as "mesh pattern for upper layer + mesh pattern for lower layer" are "S-pattern + S-pattern", "S-pattern + D-pattern" and "D-pattern + S-pattern". The loading types are an uniformly distributed loading and an asymmetrically distributed loading. The method of numerical analysis is an elasto-plastic buckling analysis taking into account the geometrical nonlinearity. Based on the results, first, the effects of the mesh pattern and the loading type on the static buckling behavior are made clear. Finally the initial yield load and the ultimate load are estimated by using Modified Dunkerley Formulation as a function of generalized slenderness ratio Λ with knock-down factor γ.

    CiNii Article

  • LIMIT STATE LOAD AND DYNAMIC COLLAPSE ESTIMATION FOR DOUBLE-LAYER CYLINDRICAL LATTICED ROOFS

    Proc. of International Symposium New Olympics New Shell and Spatial Structures, IASS-APCS 2006   DR13   2006

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  • STATIC AND DYNAMIC BUCKLING BEHAVIOR OF DOUBLE-LAYER LATTICED DOMES WITH VARIOUS MESH PATTERNS

    Proc. of International Symposium New Olympics New Shell and Spatial Structures, IASS-APCS 2006   BK10   2006

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  • Effect of Joints and Member Slenderness Ratios on Collapse Behavior of Double-Layer Space Grids

    Proc. of International Symposium New Olympics New Shell and Spatial Structures, IASS-APCS 2006   SF03   2006

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  • Static and Dynamic Elasto-Plastic Buckling Behavior of Double-Layer Latticed Domes with Various Mesh Patterns

    J. Struct. Constr. Eng., AIJ   ( 610 )   107 - 114   2006

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  • Elasto-Plastic Buckling Behavior and Strength Estimation of Double-Layer Latticed Domes with Various Mesh Patterns and Loading Types

    ( 52B )   69 - 76   2006

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  • Effect of Joints and Member Slenderness Ratios on Collapse Behavior of Double-Layer Space Grids Reviewed

    Proc. of International Symposium New Olympics New Shell and Spatial Structures, IASS-APCS 2006   SF03   2006

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  • STATIC AND DYNAMIC ELASTO-PLASTIC BUCKLING BEHAVIOR OF DOUBLE-LAYER LATTICED DOMES WITH VARIOUS MESH PATTERNS Reviewed

    KUMAGAI Tomohiko, TANIGUCHI Yoshiya, OGAWA Toshiyuki, MASUYAMA Makiko

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   71 ( 610 )   107 - 114   2006（ ISSN:1340-4202 ）

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    This paper is intended as an investigation of the static and dynamic buckling behavior of double-layer latticed domes with various mesh patterns. The treated mesh patterns are a square pattern (S-pattern) and a diagonal pattern (D-pattern). The combining mesh patterns for the domes as "mesh pattern for upper layer+mesh pattern for lower layer" are "S-pattern+S-pattern", "S-pattern+D-pattern" and "D-pattern+S-pattern". The static or dynamic loads are applied to the nodes in proportion to the distribution of dead load. The methods of numerical analyses are an elastoplastic buckling analysis (static analysis) and a time history response analysis (dynamic analysis) taking into account the geometrical and material nonlinearities. In the dynamic analysis, the input waveform is a vertical step wave. Based on the results, first, the effects of the mesh pattern and the half subtended angle of dome on the static and dynamic buckling behavior are made clear. Then, the static ultimate loads and the dynamic buckling loads are estimated by using Modified Dunkerley Formulation as a function of generalized slenderness ratio A with knock-down factor γ. Finally the strain and input energy obtained by the static and dynamic analyses are compared and discussed.

    DOI： 10.3130/aijs.71.107_3

    CiNii Article

  • 2009 An Analytical Study on Development of KAGOME Earthquake Resisting Wall by Bamboo : Part2 The verification of experiment and analysis Reviewed

    KIMURA Fuminori, TANIGUCHI Yoshiya, SAKA Toshitsugu

    Architectural Institute of Japan   46   33 - 36   2006（ ISSN:13456660 ）

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    CiNii Article

  • 竹材を使用した籠目耐震壁の開発に関する基礎的研究 その2-繰り返しせん断実験および解析検証 Reviewed

    木村文則, 谷口 与史也, 坂 壽二

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集, 構造系   46   33 - 36   2006（ ISSN:1345-6660 ）

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  • STATIC AND DYNAMIC BUCKLING BEHAVIOR OF DOUBLE-LAYER LATTICED DOMES WITH VARIOUS MESH PATTERNS Reviewed

    Proc. of International Symposium New Olympics New Shell and Spatial Structures, IASS-APCS 2006   BK10   2006

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  • LIMIT STATE LOAD AND DYNAMIC COLLAPSE ESTIMATION FOR DOUBLE-LAYER CYLINDRICAL LATTICED ROOFS Reviewed

    Proc. of International Symposium New Olympics New Shell and Spatial Structures, IASS-APCS 2006   DR13   2006

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  • 20436 As for the Buckling Behavior and Limit State Load of Spatial Latticed Structures : Part 1 Double-Layer Latticed Structures Reviewed

    TANIGUCHI Yoshiya, ZHANG Fangyi, SAKA Toshitsugu

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2005   871 - 872   2005.07（ ISSN:13414453 ）

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  • 20439 立体ラチス板の座屈および座屈後挙動に関する各種汎用数値解析法の適用性について(立体骨組の座屈挙動,構造I) Reviewed

    鄭 泰允, 坂 壽二, 谷口 与史也

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2005   877 - 878   2005.07（ ISSN:1341-4453 ）

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  • 20438 三角形と六角形網目からなる二層立体ラチス平板の座屈崩壊実験(立体骨組の座屈挙動,構造I) Reviewed

    坂 壽二, 谷口 与史也, 平野 亮太, 蔵野 昌浩

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2005   875 - 876   2005.07（ ISSN:1341-4453 ）

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  • 20437 立体ラチス構造の座屈挙動および限界耐力評価について : その2 単層ラチスドーム(立体骨組の座屈挙動,構造I) Reviewed

    谷口 与史也, 犬伏 徹志, 坂 壽二

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2005   873 - 874   2005.07（ ISSN:1341-4453 ）

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  • 20436 立体ラチス構造の座屈挙動および限界耐力評価について : その1 屋根型二層立体ラチスシリンダー(立体骨組の座屈挙動,構造I) Reviewed

    谷口 与史也, 張 方翊, 坂 壽二

    一般社団法人日本建築学会 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造   2005   871 - 872   2005.07（ ISSN:1341-4453 ）

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  • 20439 On Applicability of Various General-Purpose Analyses on Buckling and Post Buckling Behaviour of Double-Layer Grids Reviewed

    TEI Yasunobu, SAKA Toshitsugu, TANIGUCHI Yoshiya

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2005   877 - 878   2005.07（ ISSN:13414453 ）

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    CiNii Article

  • 20438 Experimental study on buckling behavior of "Triangle and Hexagon" double-layer grid Reviewed

    SAKA Toshitsugu, TANIGUCHI Yoshiya, HIRANO Ryota, KURANO Masahiro

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2005   875 - 876   2005.07（ ISSN:13414453 ）

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    CiNii Article

  • 20437 As for the Buckling Behavior and Limit State Load of Spatial Latticed Structures : Part 2 Single-Layer Latticed Dome Reviewed

    TANIGUCHI Yoshiya, INUBUSHI Tetsushi, SAKA Toshitsugu

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2005   873 - 874   2005.07（ ISSN:13414453 ）

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    CiNii Article

  • 2028 Study on the Buckling Behavior and Limit State Load of Spatial Latticed Structures : Part 1 Double-Laver Latticed Structures Reviewed

    TANIGUCHI Yoshiya, ZHANG Fangyi, SAKA Toshitsugu

    Architectural Institute of Japan   ( 45 )   109 - 112   2005.05（ ISSN:13456660 ）

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    CiNii Article

  • 2035 Experimental study on buckling behavior of "Triangle and Hexagon" double-layer grid Reviewed

    SAKA Toshitsugu, TANIGUCHI Yoshiya, HIRANO Ryota, KURANO Masahiro

    Architectural Institute of Japan   ( 45 )   137 - 140   2005.05（ ISSN:13456660 ）

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  • 2031 Applicability of Various General-Purpose Analyses on Buckling Behaviour of Double-Layer Grids Reviewed

    TEI Yasunobu, SAKA Toshitsugu, TANIGUCHI Yoshiya

    Architectural Institute of Japan   ( 45 )   121 - 124   2005.05（ ISSN:13456660 ）

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  • 2029 Study on the Buckling Behavior and Limit State Load of Spatial Latticed Structures : Part 2 Single-Layer Latticed Structures Reviewed

    TANIGUCHI Yoshiya, INUBUSHI Tetsushi, SAKA Toshitsugu

    Architectural Institute of Japan   ( 45 )   113 - 116   2005.05（ ISSN:13456660 ）

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  • 2028 立体ラチス構造の座屈挙動および限界耐力評価に関する研究 : その1 屋根型二層立体ラチスシリンダー(構造) Reviewed

    谷口 与史也, 張 方翊, 坂 壽二

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 45 )   109 - 112   2005.05（ ISSN:1345-6660 ）

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  • 2035 三角形と六角形網目からなる二層立体ラチス平板の座屈崩壊実験(構造) Reviewed

    坂 壽二, 谷口 与史也, 平野 亮太, 蔵野 昌浩

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 45 )   137 - 140   2005.05（ ISSN:1345-6660 ）

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  • 2031 立体ラチス板の座屈挙動に関する各種汎用数値解析法の適用性について(構造) Reviewed

    鄭 泰允, 坂 壽二, 谷口 与史也

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 45 )   121 - 124   2005.05（ ISSN:1345-6660 ）

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  • 2029 立体ラチス構造の座屈挙動および限界耐力評価に関する研究 : その2 単層ラチスドーム(構造) Reviewed

    谷口 与史也, 犬伏 徹志, 坂 壽二

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 45 )   113 - 116   2005.05（ ISSN:1345-6660 ）

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  • Buckling Behavior of TH-H Mesh Double-Layer Grids

    Proc. of the International Symposium on Shell and Spatial Structures   2   459 - 466   2005（ ISBN:973-713-056-1 ）

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  • Buckling Behavior of TH-H Mesh Double-Layer Grids Reviewed

    Proc. of the International Symposium on Shell and Spatial Structures   2   459 - 466   2005

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  • 22206 A Fundamental Study on Development of KAGOME Earthquake Resisting Wall by Bamboo Reviewed

    KIMURA Fuminori, TANIGUCHI Yoshiya, SAKA Toshitsugu

    Architectural Institute of Japan, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures   411 - 412   2005（ ISSN:1341447X ）

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    CiNii Article

  • 竹材を使用した籠目耐震壁の開発に関する基礎的研究 Reviewed

    木村文則, 谷口 与史也, 坂 壽二

    一般社団法人日本建築学会 日本建築学会大会学術講演梗概集 (近畿) 構造III, 2005. 9   411 - 412   2005（ ISSN:1341-447X ）

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  • The Effect of Mesh Patterns on Elastic Buckling Behavior of Double-layer Latticed Plates, Cylinders and Domes

    Journal of Structural Engineering   Vol.50B   199 - 206   2004（ ISSN:0910-8033 ）

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  • Structural Damping of Double-layer Cylindrical Latticed Roofs with Membrane Material

    Extended Abstracts and CD-ROM of International Symposium Shell and Spatial Structures from Models to Realization, IASS, Montpellier, France   TP077   2004（ ISBN:2-912261-22-8 ）

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  • Elastic Buckling Behavior of Double-Layer Latticed Structures with Various Forms and Mesh Patterns

    Extended Abstracts and CD-ROM of International Symposium Shell and Spatial Structures from Models to Realization, IASS, Montpellier, France   TP089   2004（ ISBN:2-912261-22-8 ）

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  • Application of CQC Method to Double-layer Latticed Roof of Various Types -Effect of Grid Patterns and Forms-

    Proc. of International Symposium on Network and Center-Based Research for Smart Structures Technologies and Earthquake Engineering(SE'04)   549 - 554   2004

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  • Free Vibration Tests of Double-Layer Cylindrical Latticed Roofs

    J. Struct. Constr. Eng.   ( 570 )   123 - 128   2003（ ISSN:ISSN13404202 ）

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  • Membrane Arrangement for Member Buckling of Double-layer Latticed Strucutres

    Research Report on Membrane Structures   ( 16 )   15 - 20   2002

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  • Load Carrying Capacity of a Single Layer Latticed Structure with Metallic Sheets

    Space structures 5   1   299 - 308   2002（ ISBN:727731734 ）

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  • Experimental Study on Buckling of Hybrid Structure with Membrane and Double-layer Cylindrical Lattice Shell Roof

    Research Report on Membrane Structures   ( 16 )   21 - 27   2002

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  • Load Carrying Capacity ofthe Hybrid Structure that Combines Cylindrical Latticed Frame with Policarbonate Sheet

    Journal of Structural Engineering   48B   49 - 54   2002（ ISSN:9108033 ）

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  • 鋼管による履歴型ダンパーの水平加力実験

    谷口与史也,藤田正則,坂壽二,和田章

    鋼構造論文集   8 ( 31 )   119 - 128   2001

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  • Effect of Membrane Arrangement on Member Buckling of Spatial Structures

    Theory,design and realization of shell and spatial structures   1   TP099   2001

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  • Member Design and Elastci Buckling Strength of the TH-H Mesh Double-layer Braced Domes

    Theory,design and realization of shell and spatial structures   TP100   2001

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  • Elastic Buckling Behavior of Latticed Structures under Member Lateral Load instead of Nodal Load

    Memoirs of the faculty of engineering Osaka City Univ.   41   19 - 28   2000

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  • Elastic Buckling Behavior of (Triangle and Hexagon)-on-Hexagon Double-Layer Braced Domes

    Proc. of 6th Asian Pacific Conference on Shell and Spatial Structures   1   2000（ ISBN:8981790310 ）

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  • Restraint Effect of Membrane on the Member Buckling for Spatial Structures

    Proc. of 6th Asian Pacific Conference on Shell and Spatial Structures   1   89 - 95   2000（ ISBN:8981790310 ）

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  • Elastic Buckling Behavior of Latticed Structures with Members Subjected to Laterally Distributed Load

    Journal of Structural and Construction Engineering   ( 534 )   79 - 85   2000（ ISSN:13404202 ）

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  • A Study of Hybrid Structure Consisting of Membrane and Truss

    Journal of Structural and Construction Engineering, AIJ   ( 519 )   71 - 77   1999（ ISSN:13404202 ）

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  • Tangent Stiffness Equations for Laterally Distributed Loaded Members

    Journal of Engineering Mechanics, ASCE   125 ( 5 )   537 - 544   1999（ ISSN:7339399 ）

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  • 膜材料と二層立体ラチス平板から成るハイブリッド構造の弾性座屈性状

    Research report on membrane structures   ( 13 )   33 - 41   1999

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  • Experimental Method of Double-Layer Space Grids by a Bolted Jointing System

    Proceedings of the LSA Conference   2   302 - 309   1998

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  • Horizontal Stiffness of Bearing-Supports and Seismic Responses for Space Structures

    ( 10K-9 )   127 - 139   1998

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    Publishing type：Research paper (bulletin of university, research institution)  

  • Numerical Methods for Non-Linear Behavior of Space Truss Grid

    Structural Ergineering World Wide   T215-2   1998（ ISBN:80428452 ）

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    Publishing type：Research paper (scientific journal)  

  • Buckling Behaviovr of Double-Layer Latticed Cylindrical Roof

    Proceedings of the IASS International Symposium   815   1997

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    Publishing type：Research paper (scientific journal)  

  • Buckling Behavior of Hybrid Structuve consisting of Truss and Membrane

    B-1   825   1997

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    Publishing type：Research paper (scientific journal)  

  • Damage to Spatial Structures by the 1995 Hyogoken-Nanbu Earthquake in Japan

    International Journal of Space Structures   12 ( 42798 )   125 - 133   1997（ ISSN:2663511 ）

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    Publishing type：Research paper (scientific journal)  

  • Effect of COVERING PLATES ON BUCKING BEHAVIOUR OF DOUBLE-LAYER GRIDS

    Proceedings of Asia-Pacific Conference on Shell and Spatial Structures   611 - 618   1996

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    Publishing type：Research paper (scientific journal)  

  • Elastic bucking behavior of space frames with laterrally loaded members

    Journal of Structural Engineering   ( 42B )   495   1996（ ISSN:9108033 ）

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    Publishing type：Research paper (scientific journal)  

  • Nonlinear Behavior of Space Frame Structures with Laterally Loaded Members

    Proceedings, IASS International Symposium   1   661   1995

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    Publishing type：Research paper (scientific journal)  

  • Tangent stiffness equations for laterally distributed loaded members under axial forces

    41B   239   1995

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    Publishing type：Research paper (scientific journal)  

  • ねじ込み接合システムトラスの実験的研究

    谷口与史也,坂壽二

    日本建築学会構造系論文集   ( 468 )   91   1995（ ISSN:13404202 ）

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    Publishing type：Research paper (scientific journal)  

  • Bucking Behavior of Parallel Chord Lattice Beams with Laterally Loaded Members

    361   1995

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    Publishing type：Research paper (scientific journal)  

  • Collapse Behavior of Double-Layer Space Truss Grids with Member Buckling

    Proceedings, IASS-ASCE International Symposium   529 - 538   1994

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    Publishing type：Research paper (scientific journal)  

  • Buckling Behavior of Square-and-Diagonal Double-Layer Grid

    Journal of Structural Engineering, ASCE   120 ( 4 )   1088 - 1102   1994（ ISSN:7339445 ）

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    Publishing type：Research paper (scientific journal)  

  • 二層立体システムトラス板ユニットの座屈実験

    谷口与史也,坂壽二

    日本建築学会大会学術講演梗概集(東海)B構造   1   1839   1994

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    Publishing type：Research paper (scientific journal)  

  • 中間荷重がある部材の座屈撓角式の増分表示(その1基礎式の誘導)

    坂壽二,谷口与史也,田中秀人

    日本建築学会大会学術講演梗概集(東海)B構造   1935 - 1936   1994

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  • 中間荷重がある部材の座屈撓角式の増分表示

    田中秀人,坂壽二,谷口与史也

    日本建築学会近畿支部研究報告集   381 - 384   1994

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    Publishing type：Research paper (scientific journal)  

  • 二層立体システムトラス板の座屈実験

    谷口与史也,坂壽二

    日本建築学会近畿支部研究報告集   397   1994

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    Publishing type：Research paper (scientific journal)  

  • Buckling Analysis of Space Trusses Constructed by Practical Bolted Jointing Systems

    Proceedings of the Seiken-IASS Symposium, 1993, Tokyo   221 - 228   1993

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    Publishing type：Research paper (scientific journal)  

  • Buckling Behavior of Square-and-Diagonal Double-Layer Grid Part 1 Square-on-Diagonal Grid

    Memoirs of the Fuculty of Engineering Osaka City University   34   55 - 72   1993

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    Publishing type：Research paper (bulletin of university, research institution)  

  • Buckling Behavior of Square-and-Diagonal Double-Layer Grid Part II Diagonal-on-Square Grid

    Memoirs of the Faculty of Engineering Osaka City University   34   73 - 83   1993

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    Publishing type：Research paper (bulletin of university, research institution)  

  • Post-Buckling Behavior of Square-on-Square Double-Layer Braced Domes

    Proceedings of the Seiken-IASS Symposium, 1993, Tokyo   229   1993

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    Publishing type：Research paper (scientific journal)  

  • Load-Bearing Capacity of Square-on-Square Double-Layer Braced Domes

    Proceedings of the Fourth International Conference on Space Structures   1   349 - 357   1993（ ISBN:727719688 ）

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    Publishing type：Research paper (scientific journal)  

  • Buckling Behavior of Space Trusses Constructed by a Bolted Jointing System

    Proceedings of the Fourth International Conference on Space Structures   1   89 - 98   1993（ ISBN:727719688 ）

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    Publishing type：Research paper (scientific journal)  

  • Effective Strength of Square-and-Diagonal Double-Layer Grid

    Journal of Structural Engineering ASCE   118 ( 1 )   52   1992（ ISSN:7330445 ）

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    Publishing type：Research paper (scientific journal)  

  • 直交二方向二層立体トラス板の複合断面力下での有効強度について

    坂壽二,小西秀和,谷口与史也

    日本建築学会大会学術講演梗概集(北陸)B構造   1   1633 - 1634   1992

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    Publishing type：Research paper (scientific journal)  

  • 直交二方向二層立体トラスドームの有効強度による弾性座屈耐力評価について

    小西秀和,坂壽二,谷口与史也

    日本建築学会大会学術講演梗概集(北陸)B構造   1   1635 - 1636   1992

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    Publishing type：Research paper (scientific journal)  

  • ねじ込み接合システムの接続部の曲げ実験結果

    谷口与史也,坂壽二

    日本建築学会大会学術講演梗概集(北陸)B構造   1   1665 - 1666   1992

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    Publishing type：Research paper (scientific journal)  

  • Effect of Boundary Beams on the Elastic Buckling Load of Square-and-Diagonal Double-Layer Grids

    Proceedings of IASS-CSCE International Congress, 1992, Canada   2   244 - 255   1992（ ISBN:921303394 ）

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    Publishing type：Research paper (scientific journal)  

  • Post-Buckling Behavior of Square-on-Diagonal Double-Layer Grids Coustructed by a Bolted Jointing System

    Proceedings of the International IASS Symposium, 1991, Denmark   3   199 - 206   1991

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    Publishing type：Research paper (scientific journal)  

  • The effective bending strength determined by the elastic buckling for square-on-diagonal double layer grids constructed by a bolted jointing system

    Journal of structural and construction engineering   ( 414 )   81 - 88   1990（ ISSN:9108025 ）

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    Publishing type：Research paper (scientific journal)  

  • 四角錐から成る立体トラス平板の弾性座屈耐力についてその1 曲げ有効強度に及ぼすウェブ材の影響

    谷口与史也,坂壽二,那谷晴一郎

    日本建築学会大会学術講演梗概集(中国)B構造   1   1305 - 1306   1990

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    Publishing type：Research paper (scientific journal)  

  • 四角錐から成るねじ込み接合立体トラス平板の座屈耐力についてその3 座屈後挙動の近似解法

    坂壽二,日置興一郎,谷口与史也

    日本建築学会大会学術講演梗概集(東海)B構造   1   1137 - 1138   1985

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    Publishing type：Research paper (scientific journal)  

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Books and Other Publications

  • 東日本大震災合同調査報告　建築編３　シェル・空間構造

    新宮清志，竹内徹，谷口与史也　他（ Role： Contributor）

    日本建築学会  2014.09  （ ISBN:978-4-8189-2039-2 ）

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    Total pages：352   Responsible for pages：14   Book type：Report

  • 東日本大震災合同調査報告 建築編３ シェル・空間構造

    新宮清志, 竹内徹, 谷口与史也（ Role： Sole author）

    日本建築学会  2014.09 

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    Total pages：352   Responsible for pages：14   Book type：Scholarly book

  • 2011年東北地方太平洋沖地震災害調査速報

    田中礼治，河合直人，谷口与史也　他（ Role： Contributor）

    日本建築学会  2011.07  （ ISBN:978-4-8189-2034-7 ）

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    Total pages：577   Responsible for pages：10   Book type：Report

  • 2011年東北地方太平洋沖地震災害調査速報

    田中礼治, 河合直人, 谷口与史也（ Role： Sole author）

    日本建築学会  2011.07 

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    Total pages：577   Responsible for pages：10   Book type：Scholarly book

  • シェル・空間構造の減衰と応答制御

    新宮清志, 谷口与史也, 他（ Role： Contributor）

    日本建築学会  2008.03  （ ISBN:978-4-8189-0577-1 ）

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    Total pages：357   Responsible for pages：8   Book type：Scholarly book

  • シェル・空間構造の減衰と応答制御

    新宮清志, 谷口与史也（ Role： Sole author）

    日本建築学会  2008.03 

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    Total pages：357   Responsible for pages：8   Book type：Scholarly book

  • Dynamic Behavior and Seismic Design of Spatial Structures

    （ Role： Joint author）

    AIJ  2006  （ ISBN:4818905674 ）

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    Book type：Scholarly book

  • Dynamic Behavior and Seismic Design of Spatial Structures

    （ Role： Sole author）

    AIJ  2006  （ ISBN:4818905674 ）

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    Book type：Scholarly book

  • 阪神・淡路大震災調査報告 建築編-3シェル・空間構造

    坂壽二,谷口与史也（ Role： Joint author ,  3巻）

    丸善  1997  （ ISBN:4818920037 ）

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    Book type：Scholarly book

  • 屋根型円筒ラチスシェル構造の解析・設計

    坂壽二,谷口与史也（ Role： Joint author）

    (14)日本建築学会 空間骨組構造小委員会  1995 

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    Book type：Scholarly book

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MISC

  • A Study on Tsunami Evacuation Distance at the Undeground Mall around Osaka Station

    Goda Shoko, Yoshinaka Susumu

    1237 - 1238   2012.09

  • Classification of Falling Damage of the Ceiling Focusing on the Weight of the Ceiling after 1995 Hyogoken-Nanbu Earthquake

    Suzuki Hideaki, Yoshinaka Susumu

    851 - 852   2012.09

  • Classification of Falling Damage of the Ceiling Focusing on the Weight of the Ceiling after 1995 Hyogoken-Nanbu Earthquake Reviewed

    Suzuki Hideaki, Yoshinaka Susumu

    851 - 852   2012.09

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    Publishing type：Article, review, commentary, editorial, etc. (scientific journal)  

  • A Study on Tsunami Evacuation Distance at the Undeground Mall around Osaka Station Reviewed

    Goda Shoko, Yoshinaka Susumu

    1237 - 1238   2012.09

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    Publishing type：Article, review, commentary, editorial, etc. (scientific journal)  

  • 2041 正方形網目と菱形網目からなる二層立体ラチスドームの弾性座屈性状に及ぼす部材配置の効果(構造) Reviewed

    閻 崇兵, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系   ( 49 )   161 - 164   2009.05（ ISSN:1345-6660 ）

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    Publishing type：Article, review, commentary, editorial, etc. (scientific journal)  

  • Elasto-plastic Buckling Behavior and Strength Estimation of Double-layer Latticed Domes with Various Mesh Patterns and Boundary Conditions Reviewed

    熊谷 知彦, 谷口 与史也, 小河 利行, 舟橋 靖之

    一般社団法人日本建築学会 構造工学論文集. B   54B   337 - 344   2008（ ISSN:0910-8033 ）

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    Publishing type：Article, review, commentary, editorial, etc. (scientific journal)  

    This paper is intended as an investigation of the effects of mesh patterns, arrangements of member cross sections and boundary conditions on the static buckling behavior of double-layer latticed domes and an estimation of ultimate loads by elasto-plastic static buckling analyses. The treated mesh patterns for each layer are a square pattern and a diagonal pattern. The boundary conditions for the structural design and the loading are pin support and pin-roller support. The loading types are a distributed loading in proportion to the distribution of dead load. Based on the numerical results, the effects of mesh pattern and boundary condition on the elastic stiffness, the sequences of occurrences of member yield, the initial and ultimate loads and so on were made clear. The ultimate loads were estimated in safe side by using Modified Dunkerley Formulation with the knock-down factor γ=1.0.

  • Elasto-Plastic Buckling Behavior and Strength Estimation of Double-Layer Latticed Domes with Various Mesh Patterns and Loading Types Reviewed

    熊谷 知彦, 谷口 与史也, 小河 利行, 増山 真紀子

    一般社団法人日本建築学会 構造工学論文集. B   52 ( 52B )   69 - 76   2006（ ISSN:0910-8033 ）

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    Publishing type：Article, review, commentary, editorial, etc. (scientific journal)  

    This paper is intended as an investigation of the static buckling behavior of double-layer latticed domes with various mesh patterns and loading types. The treated mesh patterns are a square pattern (S-pattern) and a diagonal pattern (D-pattern). The combining mesh patterns for the domes as "mesh pattern for upper layer + mesh pattern for lower layer" are "S-pattern + S-pattern", "S-pattern + D-pattern" and "D-pattern + S-pattern". The loading types are an uniformly distributed loading and an asymmetrically distributed loading. The method of numerical analysis is an elasto-plastic buckling analysis taking into account the geometrical nonlinearity. Based on the results, first, the effects of the mesh pattern and the loading type on the static buckling behavior are made clear. Finally the initial yield load and the ultimate load are estimated by using Modified Dunkerley Formulation as a function of generalized slenderness ratio Λ with knock-down factor γ.

  • 網目形状の異なる二層立体ラチスドームの静的および動的弾塑性座屈性状 Reviewed

    熊谷 知彦, 谷口 与史也, 小河 利行, 増山 真紀子

    日本建築学会 日本建築学会構造系論文集   71 ( 610 )   107 - 114   2006（ ISSN:1340-4202 ）

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    Publishing type：Article, review, commentary, editorial, etc. (scientific journal)  

    This paper is intended as an investigation of the static and dynamic buckling behavior of double-layer latticed domes with various mesh patterns. The treated mesh patterns are a square pattern (S-pattern) and a diagonal pattern (D-pattern). The combining mesh patterns for the domes as "mesh pattern for upper layer+mesh pattern for lower layer" are "S-pattern+S-pattern", "S-pattern+D-pattern" and "D-pattern+S-pattern". The static or dynamic loads are applied to the nodes in proportion to the distribution of dead load. The methods of numerical analyses are an elastoplastic buckling analysis (static analysis) and a time history response analysis (dynamic analysis) taking into account the geometrical and material nonlinearities. In the dynamic analysis, the input waveform is a vertical step wave. Based on the results, first, the effects of the mesh pattern and the half subtended angle of dome on the static and dynamic buckling behavior are made clear. Then, the static ultimate loads and the dynamic buckling loads are estimated by using Modified Dunkerley Formulation as a function of generalized slenderness ratio A with knock-down factor γ. Finally the strain and input energy obtained by the static and dynamic analyses are compared and discussed.

    DOI： 10.3130/aijs.71.107_3

  • 二層屋根型円筒ラチスシェルの座屈耐力について(その2元挟みを考慮した二層円筒ラチスシェルの弾性座屈性状)

    -

    日本建築学会大会学術講演梗概集(近畿)   B構造   1031   1996

  • 二層屋根型円筒ラチスシェルの座屈耐力について(その1正方形網目からなるラチスシェルの座屈実験)

    -

    日本建築学会大会学術講演梗概集(近畿)   B構造   1029   1996

  • 上面に菱形網目、下面に正方形網目のねじ込み接合二層立体トラス平板の座屈耐力について(共著)

    -

    日本建築学会大会学術講演梗概集(東北)B構造   1,1257   1991

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Presentations

  • Comparison of stress properties of hanging type lattice shells with different diagonal member arrangement Domestic conference

    Muraguchi Takanori, Yoshinaka Susumu, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • Vibration control of arch structures focusing on antisymmetric modal shape Domestic conference

    Yoshinaka Susumu, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • Experimental study on reinforcement effect of cedar wood by basalt fiber sheet Domestic conference

    Nishimizu Maoto, Suzuki Yusuke, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • Comparison of stress properties of hanging type lattice shells with different diagonal member arrangement Domestic conference

    Muraguchi Takanori, Yoshinaka Susumu, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • FEM analysis on fracture behavior of RC exterior beam-column joint with joint yielding failure mechanism Domestic conference

    Takano Yasuyuki, Suzuki Yusuke, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • Proposal of evaluation formula of spatial arrangement of TMDs with initial displacement Domestic conference

    Kozuru Keita, Yoshinaka Susumu, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • Effect of joint eccentricity of web members on load-carrying capacity for two-way parallel chord lattice grids Domestic conference

    Takada Ryohei, Takaoka Ryousuke, Taniguchi Yoshiya, Yoshinaka Susumu

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • FEM analysis on flexural behavior of RC beams replaced SEA as part of main reinforcement Domestic conference

    Umemoto Jyunya, Suzuki Yusuke, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • FEM analysis on fracture behavior of RC exterior beam-column joint with joint yielding failure mechanism Domestic conference

    Takano Yasuyuki, Suzuki Yusuke, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • FEM analysis on flexural behavior of RC beams replaced SEA as part of main reinforcement Domestic conference

    Umemoto Jyunya, Suzuki Yusuke, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • Experimental study on reinforcement effect of cedar wood by basalt fiber sheet Domestic conference

    Nishimizu Maoto, Suzuki Yusuke, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • Proposal of evaluation formula of spatial arrangement of TMDs with initial displacement Domestic conference

    Kozuru Keita, Yoshinaka Susumu, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • Vibration control of arch structures focusing on antisymmetric modal shape Domestic conference

    Yoshinaka Susumu, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • Effect of joint eccentricity of web members on load-carrying capacity for two-way parallel chord lattice grids Domestic conference

    Takada Ryohei, Takaoka Ryousuke, Taniguchi Yoshiya, Yoshinaka Susumu

    Summaries of Technical Papers of Annual Meeting  2018.09 

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    Presentation type：Oral presentation (general)  

  • 木構造への適用のためのトーラス型二層立体ラチスの幾何形状と耐荷性能に関する研究 Domestic conference

    谷口雄基，谷口与史也，吉中進

    日本建築学会大会学術講演  2017.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：広島県  

  • 木構造への適用のためのトーラス型二層立体ラチスの幾何形状と耐荷性能に関する研究 Domestic conference

    谷口雄基, 谷口与史也, 吉中進

    日本建築学会大会学術講演  2017.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：広島県  

  • 平面トラスアーチの耐荷特性に及ぼすウェブ材の節点偏心の効果について Domestic conference

    高岡良輔, 谷口与史也, 吉中進

    日本建築学会大会学術講演  2017.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：広島県  

  • 二層立体トラス平板の網目種類と面内および面外方向の強度特性に関する一考察 Domestic conference

    田中壱成, 谷口与史也, 吉中進

    日本建築学会大会学術講演  2017.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：広島県  

  • 二層立体トラス平板の網目種類と面内および面外方向の強度特性に関する一考察 Domestic conference

    田中壱成，谷口与史也，吉中進

    日本建築学会大会学術講演  2017.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：広島県  

  • 平面トラスアーチの耐荷特性に及ぼすウェブ材の節点偏心の効果について Domestic conference

    高岡良輔，谷口与史也，吉中進

    日本建築学会大会学術講演  2017.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：広島県  

  • 繊維方向に接触接合する木ラチス構造の接合部の基礎実験 Domestic conference

    奥山仁嗣, 谷口雄基, 谷口与史也

    日本建築学会大会学術講演  2016.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：福岡県  

  • 平行弦トラス梁の耐荷特性に及ぼすウェブ材の節点偏心の効果について Domestic conference

    高岡良輔, 谷口与史也, 吉中進

    日本建築学会大会学術講演  2016.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：福岡県  

  • 平行弦トラス梁の耐荷特性に及ぼすウェブ材の節点偏心の効果について Domestic conference

    高岡良輔，谷口与史也，吉中進

    日本建築学会大会学術講演  2016.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：福岡県  

  • 繊維方向に接触接合する木ラチス構造の接合部の基礎実験 Domestic conference

    奥山仁嗣，谷口雄基，谷口与史也

    日本建築学会大会学術講演  2016.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：福岡県  

  • トーラス型二層立体ラチス構造の全体形状と接合部種類について Domestic conference

    奥山仁嗣，谷口雄基，谷口与史也，吉中進

    日本建築学会大会学術講演  2015.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：東海大学  

  • 梅田地下街浸水時における接続ビルへの避難シミュレーション Domestic conference

    瀧澤重志, 高木尚哉, 谷口与史也

    日本建築学会大会学術講演  2015.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：東海大学  

  • トーラス型二層立体ラチス構造の全体形状と接合部種類について Domestic conference

    奥山仁嗣, 谷口雄基, 谷口与史也, 吉中進

    日本建築学会大会学術講演  2015.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：東海大学  

  • 梅田地下街浸水時における接続ビルへの避難シミュレーション Domestic conference

    瀧澤重志，高木尚哉，谷口与史也

    日本建築学会大会学術講演  2015.09  日本建築学会

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    Presentation type：Oral presentation (general)  

    Venue：東海大学  

  • Study on Tuned Mass Dampers with Initial Displacement Possible to Select a Vibration Mode Part 2 Study on Vibration Control Effect Subjected to Harmonic and Seismic Forces Domestic conference

    Study on Tuned Mass Dampers with Initial Displacement Possible to Select a Vibration Mode Part 2 Study on Vibration Control Effect Subjected to Harmonic and Seismic Forces  2012.09 

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    Presentation type：Oral presentation (general)  

  • Study on Tuned Mass Dampers with Initial Displacement Possible to Select a Vibration Mode Part 1 Proposal of Design Formulas about Impulse Loading Domestic conference

    Study on Tuned Mass Dampers with Initial Displacement Possible to Select a Vibration Mode Part 1 Proposal of Design Formulas about Impulse Loading  2012.09 

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    Presentation type：Oral presentation (general)  

  • Classification of Falling Damage of the Ceiling Focusing on the Weigth of the Ceiling after 1995 Hyogoken-Nanbu Earthquake Domestic conference

    Classification of Falling Damage of the Ceiling Focusing on the Weigth of the Ceiling after 1995 Hyogoken-Nanbu Earthquake  2012.09 

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    Presentation type：Oral presentation (general)  

  • A Study on Tsunami Evacuation Distance at the Underground Mall around Osaka Station Domestic conference

    A Study on Tsunami Evacuation Distance at the Underground Mall around Osaka Station  2012.09 

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    Presentation type：Oral presentation (general)  

  • Study on Tuned Mass Dampers with Initial Displacement Possible to Select a Vibration Mode Part 1 Proposal of Design Formulas about Impulse Loading Domestic conference

    2012.09 

  • Study on Tuned Mass Dampers with Initial Displacement Possible to Select a Vibration Mode Part 2 Study on Vibration Control Effect Subjected to Harmonic and Seismic Forces Domestic conference

    2012.09 

  • Classification of Falling Damage of the Ceiling Focusing on the Weigth of the Ceiling after 1995 Hyogoken-Nanbu Earthquake Domestic conference

    2012.09 

  • A Study on Tsunami Evacuation Distance at the Underground Mall around Osaka Station Domestic conference

    2012.09 

  • Study on Experimental Form-finding Method of Free-form Shells using Thermoplastic Resin Domestic conference

    2012.06 

  • Study on Experimental Form-finding Method of Free-form Shells using Thermoplastic Resin Domestic conference

    Study on Experimental Form-finding Method of Free-form Shells using Thermoplastic Resin  2012.06 

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    Presentation type：Oral presentation (general)  

  • A Study of Mathematical Expression and Mechanical Properties for Shell Surfaces Domestic conference

    A Study of Mathematical Expression and Mechanical Properties for Shell Surfaces  2012.06 

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    Presentation type：Oral presentation (general)  

  • A Study of Mathematical Expression and Mechanical Properties for Shell Surfaces Domestic conference

    2012.06 

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Works

  • 「シェル・空間構造」セミナー2018 空間構造の座屈と設計法

    2019.02

  • 竹繊維を原料とした建築構造部材の開発

    2006
    -
    2007

  • Seminar for damping mechanism and response control of spatial structures

    2002

  • Seminar for damping mechanism and response control of spatial structures

    2002

  • Seminar for Buckling Behavior of Steel Structures, AIJ

    2001
    -
    2005

  • The 8th seminar for shell and spatial structure

    1999

  • The 8th seminar for shell and spatial structure

    1999

  • 阪神・淡路大震災の調査報告《紀要特別号》

    1997

  • 阪神・淡路大震災の調査報告《紀要特別号》

    1997

  • Analysis and design of cylindrical latticed roof

    1995

  • Preliminary reconnaissance report of the 1995 Hyogoken-Nanbu Earthquake(AIJ)

    1995

  • 1995年兵庫県南部地震鉄骨造建物被害調査報告書(日本建築学会近畿支部鉄骨構造部会)

    1995

  • Analysis and design of cylindrical latticed roof

    1995

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Outline of collaborative research (seeds)

  • 伝統的木造継手の構造評価

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    Type of research exchange：Contract research,　Joint research

    金輪継手に代表される伝統建築の継手の実験的研究

  • 高層建築の高度木造化技術の研究開発

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    Request for collaborative research：The private sector, such as other institutions

    Type of research exchange：Joint research

    高層建築は鋼、補強コンクリートで実現されている。しかし木材による高層建築は未開発あるいは発展途上にあるといえる。そこで、木材による高層建築を実現普及するために、計画、構法、設計、環境、防火・防災、架構などについて多角的かつ並行して研究開発を進め、具体的な試設計を策定することを目的とする。

  • Research of jointing system for spatial structures

    2003.4-2005.3

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    Request for collaborative research：The private sector, such as other institutions

    Type of research exchange：Technical consultation,　Contract research,　Joint research

    Application fields / methods etc：Structural engineering

    Research of jointing method for space structures that are made of either metal or timber.

  • Research of hystreretic damper for timber structures

    2010-

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    Request for collaborative research：The private sector, such as other institutions

    Type of research exchange：Technical consultation,　Contract research,　Joint research

    Application fields / methods etc：Energy dissipation of seismic damper might reduce the input energy of earthquake for timber structures, and to increase the seismic strength of space structures.

    A new type of hysteretic dampers is experimentally studied for timber structures.

Grant-in-Aid for Scientific Research

  • 低環境負荷型被覆材料を用いた高耐震・高耐火木質部材及び接合法の開発

    Grant-in-Aid for Scientific Research(C)  2017.04

  • 終局限界に対する余裕度評価と外乱の不確定性を考慮したロバスト設計法の構築

    Grant-in-Aid for Scientific Research(B)  2015.04

  • 梁型構造物の終局耐震性能評価法

    Grant-in-Aid for Challenging Research (Pioneering)/(Exploratory)  2012.04

Outline of education staff

  • 建築構造物の強度,耐久性などを評価する為の基礎理論である建築構造力学分野を担当している。各種建築構造の一つである鋼構造学分野を担当している。

Charge of on-campus class subject

  • 建築構造力学序説

    2024   Weekly class   Undergraduate

  • 都市系特別研究第1

    2024   Intensive lecture   Graduate school

  • 建築士インターンシップ1（構造）

    2024   Intensive lecture   Graduate school

  • 空間構造学

    2024   Weekly class   Graduate school

  • コミュニティ防災

    2024   Weekly class   Graduate school

  • 都市系特別演習

    2024   Intensive lecture   Graduate school

  • 初年次ゼミナール

    2024   Weekly class   Graduate school

  • 建築基礎設計

    2024   Weekly class   Undergraduate

  • 建築構造力学３

    2021     Undergraduate

  • コミュニティー防災

    2017     Undergraduate

  • グローバル経営特論

    2017     Graduate school

  • 建築構造力学１

    2017     Undergraduate

  • 空間構造学

    2017     Graduate school

  • 鋼構造学

    2017     Undergraduate

  • 建築構造力学序説

    2017     Undergraduate

  • 特別演習(建築構造学1)

    2017     Graduate school

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Charge of off-campus class subject

  • 構造力学３

    2022.04
    -
    Now

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    Level：Undergraduate (specialized) 

  • 空間構造学

    Institution：Osaka University

  • 鋼構造１

    Institution：Setsunan University

Faculty development activities

  • 教育方法の改善  2017

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    AP事業に関連するアクティブラーニング型授業の実践のためのTAを活用して、1年生の専門授業の理解度を向上させた。

Original item・Special report (Education Activity)

  • 2017

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    Original item：博士・修士人材キャリア形成支援プログラムの運営

Social Activities　⇒ Link to the list of Social Activities

  • 富田林市建設工事総合評価審査委員会委員

    Role(s)： Consultant

    Type： University open house,　Cooperation business with The administrative, educational institutions, etc.

    2023

  • 日本建築総合試験所市村記念体育館改修に関する構造性能検証委員会委員

    Role(s)： Consultant

    Type： University open house,　Cooperation business with The administrative, educational institutions, etc.

    2023

  • 大阪府被災建築物応急危険度判定士

    Role(s)： Investigater

    Type： University open house,　Cooperation business with The administrative, educational institutions, etc.

    2008.11 - Now

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    Audience： Governmental agency

Foreigner acceptance

  • 2018

    foreigners accepted :1

  • 2017

    foreigners accepted :1

International exchange activities

  • Visiting scholar at Washington University in St. Louis, U.S.A.

    Field category :Research

    2006.09 - 2006.12

Job title

  • Job title within the department

    School of Engineering Department of Architecture and Building Engineering 

    学科長  2022.04 - 2024.03

  • Manager within the university

    2017.04

Other

  • Job Career

    2008

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    Osaka City University

  • Job Career

    1999

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    Osaka City University

  • Job Career

    1993

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    Osaka City University