Updated on 2024/04/03

写真a

 
KITOH Hiroaki
 
Organization
Graduate School of Engineering Division of Urban Engineering Professor
School of Engineering Department of Urban Design and Engineering
Title
Professor
Affiliation
Institute of Engineering

Position

  • Graduate School of Engineering Division of Urban Engineering 

    Professor  2022.04 - Now

  • School of Engineering Department of Urban Design and Engineering 

    Professor  2022.04 - Now

Degree

  • Doctor of Engineering ( Osaka City University )

  • Master of Engineering ( Osaka City University )

Research Areas

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Structure engineering and earthquake engineering  / Composite Construction

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Structure engineering and earthquake engineering  / Structural Engineering

Research Interests

  • Structural Engineering

  • Composite Construction

Research subject summary

  • 主な建設材料である鋼材とコンクリートから成る社会基盤構造物,すなわち道路,橋梁,トンネルなどをとくに地震などの災害時を含めより安全に,かつ経済的に構築するために,これら構造物の基本的な力学特性,すなわち強さや変形を模型実験やコンピュータシミュレーションを通して調査し,合理的な設計法を提案します.

Research Career

  • Mechanical behavior of steel-concrete composite structures.

    Composite Structure, load carrying capacity, Bond  Joint Research in Organization

    1900.04 

  • Nonlinear analysis of concrete structures by Rigid Bodies Spring Model(RBSM).

    Computational mechanics, Discrete analysis, Nonlinearity  Joint Research in Japan

    1900.04 

Professional Memberships

  • 土木学会

      Domestic

  • International Association for Computational Mechanics

      Overseas

  • Association for International Coorporation and Research in Steel-Concrete Structures.

      Overseas

  • International Association for Bridge and Structural Engineering

      Overseas

  • Japan Society for Computational Engineering and Science

      Domestic

  • Japan Society of Steel Construction

      Domestic

  • 日本コンクリート工学協会

      Domestic

  • Japan Society of Steel Construction

  • Japan Society for Computational Engineering and Science

  • 日本コンクリート工学協会

  • 土木学会

  • International Association for Computational Mechanics

  • International Association for Bridge and Structural Engineering

  • Association for International Coorporation and Research in Steel-Concrete Structures.

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Committee Memberships (off-campus)

  • 構造工学委員会委員   土木学会  

    2023.04 - Now 

  • 複合構造委員会委員   土木学会  

    2023.04 - Now 

  • 構造工学委員会構造実験指導書編集小委員会委員長   土木学会  

    2002.04 - 2012.03 

  • 構造工学委員会構造工学論文集編集小委員会合成複合構造部門主査   土木学会  

    2001 - 2003 

  • 構造工学委員会運営小委員会委員   土木学会  

    1999 - 2001 

  • 構造工学委員会構造実験指導書編集小委員会幹事   土木学会  

    1999 - 2001 

  • -   学会誌等の編集・審査委員会  

    1999 

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    土木学会・構造工学委員会・構造実験指導書編集委員会幹事

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Awards

  • 土木学会論文奨励賞

    1990  

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    Country:Japan

Job Career (off-campus)

  • Visiting Scholar

    1999

  • Visiting Scholar

    1999

  • Osaka City University   Graduate School of Engineering Urban Engineering Course

    1985.04 - Now

  • Osaka City University

    1985.04

Education

  • Osaka City University   Master's Course  

    - 1985

  • Osaka City University     Graduated/Completed

    - 1983

Papers

  • Load carrying mechanism of concrete beams restrained externally by steel plates Reviewed

    Kitoh Hiroaki, Muranishi Toshiki, Matsumoto Ryo, Nakabayashi Masayuki

    Japan Society of Civil Engineers, Kozo Kogaku Ronbunshu. A (Journal of Structural Engineering. A)   63 ( 0 )   954 - 962   2017( ISSN:1881-6614

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    Publishing type:Research paper (scientific journal)  

    Compressive Membrane Action: CMA is a well-known load carrying mechanism of slabs due to external restraint. As a countermeasure of salt attack into reinforced concrete slab decks, so-called steel-free bridge decks incorporated CMA have been constructed in Canada. First, three loading tests of concrete beams with/without an existence of both reinforcement and external restraint due to a steel plate, have been carried out to extract its essence as a compressive strut. Second, the material nonlinear finite element analyses relevant to the tests were sufficient to explain the test observations. Consequently, the numerical results could show clearly compressive strut formation and also its load carrying mechanism with a steel plate in tension.

    DOI: 10.11532/structcivil.63A.954

    CiNii Article

  • Applicability of Strain Softening Analysis for Tunnel Excavation Reviewed

    NAKAOKA Kenichi, KITOH Hiroaki

    大阪市立大学 Memoirs of the Faculty of Engineering Osaka City University   ( 56 )   15 - 27   2015.12( ISSN:0078-6659

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • Concrete filled double skin circular tubular members subjected to pure bending and central compressive load

    Tubular Structures XIV, Imperial College, UK   2012.08

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    Publishing type:Research paper (scientific journal)  

  • A numerical model to simulate the time dependent behavior of rock

    Memoirs of the Faculty of Enginieering, Osaka City University   51   21 - 35   2011.12

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

  • Mechanical behavior of concrete filled double skin tublar dircular deep beams

    Kojiro Uenaka

    Thin-walled Structures, Elsevier   49   256 - 263   2011.05

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    Publishing type:Research paper (scientific journal)  

  • A study on softening behavior of reinforced concrete stub columns under central compression

    Journal of structural engineering, Japan Society of Civil engineering   57A   916 - 925   2011.03

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    Publishing type:Research paper (scientific journal)  

  • Mechanical behavior of concrete filled double skin tubular circular deep beams Reviewed

    Uenaka Kojiro, Kitoh Hiroaki

    THIN-WALLED STRUCTURES   49 ( 2 )   256 - 263   2011.02( ISSN:0263-8231

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    Publishing type:Research paper (scientific journal)  

    DOI: 10.1016/j.tws.2010.10.005

  • Concrete filled double skin circular stub columns under compression Reviewed

    Uenaka Kojiro, Kitoh Hiroaki, Sonoda Keiichiro

    THIN-WALLED STRUCTURES   48 ( 1 )   19 - 24   2010.01( ISSN:0263-8231

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    Publishing type:Research paper (scientific journal)  

    DOI: 10.1016/j.tws.2009.08.001

  • A Life Cycle Assessment of the Existing Highway Bridge Reviewed

    Sano Soichi, 大内 一, 鬼頭 宏明, 角掛 久雄

    大阪市立大学 Memoirs of the Faculty of Engineering Osaka City University   ( 50 )   17 - 28   2009.12( ISSN:0078-6659

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • Numerical Study on Compressive Concrete as a Strain Softening Material Reviewed

    Kuramoto Wataru, 鬼頭 宏明, 大内 一

    大阪市立大学 Memoirs of the Faculty of Engineering, Osaka City University   50   37 - 44   2009.12( ISSN:00786659

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • Flexural and Shear Failure Tests of Reinforced Concrete Beams with Low Grade Recycled Aggregate Reviewed

    Ikegawa Takuya, Saito Hisashi, 大内 一, 鬼頭 宏明, 角掛 久雄

    大阪市立大学 Memoirs of the Faculty of Engineering, Osaka City University   50   29 - 36   2009.12( ISSN:00786659

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • A Life Cycle Assessment of the Existing Highway Bridge Reviewed

    Sano Soichi, 大内 一, 鬼頭 宏明, 角掛 久雄

    大阪市立大学 Memoirs of the Faculty of Engineering Osaka City University   50 ( 50 )   17 - 28   2009.12( ISSN:0078-6659

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • Numerical Study on Compressive Concrete as a Strain Softening Material Reviewed

    Kuramoto Wataru, 鬼頭 宏明, 大内 一

    大阪市立大学 Memoirs of the Faculty of Engineering, Osaka City University   50   37 - 44   2009.12( ISSN:0078-6659

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • Flexural and Shear Failure Tests of Reinforced Concrete Beams with Low Grade Recycled Aggregate Reviewed

    Ikegawa Takuya, Saito Hisashi, 大内 一, 鬼頭 宏明, 角掛 久雄

    大阪市立大学 Memoirs of the Faculty of Engineering, Osaka City University   50   29 - 36   2009.12( ISSN:0078-6659

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • Interface Shear Transfer of Diagonally Arranged Reinforcing Bars under Repeated Loading Reviewed

    Takahash Kosuke, 鬼頭 宏明, 角掛 久雄, 大内 一

    大阪市立大学 Memoirs of the Faculty of Engineering Osaka City University   ( 49 )   67 - 74   2008.12( ISSN:0078-6659

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • Numerizal Study on Load Carrying Capacity Evaluation of Concrete-filled Square Steel Tubular Beams Reviewed

    Yamada Yoshihiro, 角掛 久雄, 大内 一, 鬼頭 宏明

    大阪市立大学 Memoirs of the Faculty of Engineering Osaka City University   49 ( 49 )   35 - 42   2008.12( ISSN:0078-6659

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • Concrete filled double skin tubular members subjected to bending Reviewed

    Uenaka Kojiro, Kitoh Hiroaki

    STEEL AND COMPOSITE STRUCTURES   8 ( 4 )   297 - 312   2008.08( ISSN:1229-9367

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    Publishing type:Research paper (scientific journal)  

  • Experimental study on deep concrete filled double steel tubular beams subjected to bending and shear Reviewed

    Proceedings of the Japan Concrete Institute   30 ( 3 )   1321 - 1326   2008( ISSN:13477560

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • Experimental Study on Short Concrete Filled Double Steel Tubular Columns under Compression

    UENAKA Kojiro, KITOH Hiroaki, SONODA Keiichiro

    Kou kouzou rombunshuu   14 ( 53 )   67 - 75   2007( ISSN:18809928

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    Concrete filled double steel tubular columns (CFDT in abbreviation) consist of two centric steel tubes and filled concrete between them. By the arrangement of inner tube, the own weight can be reduced in comparison with ordinary concrete filled steel tubular members. Centric loading tests on twelve specimens of CFDT were carried out. Observed failure mode was local buckling of both tubes associated with shearing failure of concrete. Axial strength of CFDT were agreement with or larger than accumulative equation consisting of two steel tubes and filled concrete. However, the larger inner-to-outer diameter's ratios, yield the smaller axial lnadinu canacities. Moreover. empirical equation of axial strength of CFDT was proposed.

    DOI: 10.11273/jssc1994.14.67

    CiNii Article

  • Bending Characteristics of Concrete Filled Double Steel Tubular Members Reviewed

    UENAKA Kojiro, KITOH Hiroaki, GOTOH Ryota

    Concrete research and technology, Japan Concrete Institute   17 ( 3 )   45 - 53   2006.09( ISSN:13404733

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    Publishing type:Research paper (scientific journal)  

    CiNii Article

  • Bending Characteristics of Concrete Filled Double Steel Tubular Members Reviewed

    Uenaka Kojiro, Kitoh Hiroaki, Gotoh Ryota

    Japan Concrete Institute, Concrete Research and Technology   17 ( 3 )   45 - 53   2006( ISSN:1340-4733

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    Publishing type:Research paper (scientific journal)  

    Concrete filled double steel tubular members (CFDT) consist of two centric steel tubes and filled concrete between them. By the arrangement of the inner tube, own weight can be reduced in comparison with concrete filled steel tubular members. Four point loading tests on twelve specimens of CFDT were performed. Experimental parameters are inner-to-outer diameter ratios and outer tube's diameter-to-thickness ratios. The purpose of this study is to investigate effect of inner-to-outer diameter ratios on bending capacities. Experimental strengths were good agreement with bending strengths calculated using axial load (N)-bending moment (M) relation, where N was equal to zero. Failure modes were local buckling and fracture of outer tube. The larger inner-to-outer tube's diameter ratios, yield the smaller confinement strength.

    DOI: 10.3151/crt1990.17.3_45

    CiNii Article

  • 二重鋼管合成柱の中心圧縮特性に及ぼす内・外鋼管厚比の影響

    上中宏二郎,濱本誠司,鬼頭宏明

    コンクリート工学年次論文集,日本コンクリート工学協会   27 ( 2 )   1285 - 1290   2005

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    Publishing type:Research paper (scientific journal)  

  • 大径厚比コンクリート充填円形鋼管短柱の圧縮特性

    鬼頭宏明,小藪隆,佐原啓介,園田恵一郎

    土木学会論文集   ( 759 )   25 - 36   2004

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    Publishing type:Research paper (scientific journal)  

  • Experimental Study on RC Bridge Pier Model under Cyclic Bi-Axial Horizontal Loadings

    Earthquake Resistant Engineering Structures IV, WIT Press, United of Kingdom   89 - 96   2003

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    Publishing type:Research paper (scientific journal)  

  • Experimental Study on Concrete Filled Double Tubular Steel Columns under Axial Loading

    Advances in Structures, Balkma Publishers, Netherlands   2   877 - 882   2003

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    Publishing type:Research paper (scientific journal)  

  • Open sandwich composite members consisting of concrete and embossed steel plates with headed studs under bending and shear

    Journal of Structural Mechanics and Earthquake Engineering   ( 661 )   107 - 118   2000( ISSN:0289-7806

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    Publishing type:Research paper (scientific journal)  

  • Double Skin Composite Tubular Columns subjected to Cyclic Horizontal and Constant Axial Forces

    Composite and Hybrid Structures, University of Southern California, United States of America   1   497 - 503   2000

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    Publishing type:Research paper (scientific journal)  

  • Load carrying mechanism of steel-concrete sandwich members under shear.

    Proceedings of Japan Society of Civil Engineers.   ( 591 )   53 - 69   1998

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    Publishing type:Research paper (scientific journal)  

  • Bond characteristics of embossed steel elements.

    Composite Construction in Steel and Concrete, ASCE   909 - 918   1997

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    Publishing type:Research paper (scientific journal)  

  • Ultimate looding capacities and failure modes of steel plate and concrete composite slabs.

    Proceedings of Japan Society ofCivil Engineers.   ( 471 )   85 - 94   1993

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    Publishing type:Research paper (scientific journal)  

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Books and Other Publications

  • Guidelines for Performance Verification of Steel - Concrete Hybrid Structures

    ( Role: Joint author)

    Japan Society of Civil Engineers, Maruzen, Japan  2006  ( ISBN:4-8106-0461-6

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    Book type:Scholarly book

  • Testing procedures of construction materals

    ( Role: Joint author)

    The Society of Materal Science, Japan  2011.03 

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    Book type:Scholarly book

  • サステイナブル社会基盤構造物

    大内 一, ASET21研究会, 真鍋 英規, 山口 隆司, 鬼頭 宏明, 佐藤 知明, 田村 悟士, 麓 隆行, 川満 逸雄

    森北出版  2010  ( ISBN:9784627466319

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  • Education manual for structural experiment [2009 Edition]

    ( Role: Joint author)

    Japan Society of Civil Engineering  2009.01  ( ISBN:9784810606515

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    Book type:Scholarly book

  • 鋼・コンクリート複合構造

    鬼頭 宏明, 園田 恵一郎( Role: Sole author)

    森北出版  2008  ( ISBN:9784627465916

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    Book type:Scholarly book

    CiNii Books

  • Guidelines for Performance Verification of Steel - Concrete Hybrid Structures

    ( Role: Joint author)

    Japan Society of Civil Engineers, Maruzen, Japan  2006 

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    Book type:Scholarly book

  • Computational Engineering Lecture No.7 / Discrete Limit Analysis of Reinforced Concrete Structures

    ( Role: Joint author)

    Baifukan, Japan  2005  ( ISBN:978-4-621-07593-7

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    Book type:Scholarly book

  • Shear Transfer Mechanism of Perfobond Strip in Steel-Concrete Composite Members

    ( Role: Supervisor (editorial))

    System-based Vision for Strategic and Creative Design, Balkma Publishers, Netherlands  2003 

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MISC

  • 二重鋼管合成柱の中心圧縮特性に及ぼす内・外鋼管厚比の影響 Reviewed

    上中 宏二郎, 濱本 誠司, 鬼頭 宏明

    日本コンクリート工学協会 コンクリート工学年次論文集   27 ( 2 )   1285 - 1290   2005( ISSN:1347-7560

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    径が異なる2つの鋼管を同心円上に配置し,両鋼管の間のみにコンクリートを充填した二重鋼管合成柱は,内鋼管内部が空洞となるため従来の鋼管コンクリート合成柱と比較して軽量となる利点を有する。そこで本研究では,鋼管コンクリート合成柱の重量と比較して,60%程度の二重鋼管合成短柱の中心圧縮実験を合計9体行い,二重鋼管合成柱の特有のパラメーターである内・外鋼管厚比が,同特性に与える影響について実験的に検討することを目的としている。

  • Shear Connectors in PC Box Girder Bridge with Corrugated Steel Webs

    Composite Constructions in Steel and Concrete IV, American Society of Civil Engineers   213 - 224   2002

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    Publishing type:Book review, literature introduction, etc.  

  • Embossed Steel-Concrete Composite Member subjected to Bending and Shear

    Composite Constructions in Steel and Concrete IV, American Society of Civil Engineers   355 - 366   2002

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

  • Manual for Structural Experiments 2000

    Japan Society of Civil Engineers, Maruzen   1-3,85-110   2000( ISBN:4-8106-0265-6

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

  • Shear bond characteristics of the embossed steel plates with studs.

    Transactions of the Japan Concrete Institute   20   293 - 300   1999

  • Fracture analysis of steel plate anchors in concrete by using RBSM.

    Fracture Mechanics of Concrete Structures, AEDIFICATO   3   901 - 910   1998

  • A systematic study on the shear transfer capacities of embossed steel plates for composite construction.

    Journal of Structural Mechanics and earthquake engineering   ( 598 )   183 - 202   1998

  • RBSMによる形鋼シアコネクタの終局強度解析

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    計算工学論演会論文集,日本計算工学会   2 ( 3 )   1047 - 1050   1997

  • Size effect analysis of plain concrete beams by using RBSM

    Proc. of 2nd Int"l Conf. on Analysis of Discontinuous Deformation, Kyto Univ&JISR   373 - 382   1997

  • Ultimate strength of the skin steel plates under compression on steel-concrete sandwich members

    Proceeding of JSCE   ( 525 )   39 - 53   1995

  • Shear Bond Characteristics of Embossed Steel Plates with or without Stud Connectors under a Constant Lateral Pressure

    Proc. 4th Int"l Conf. on Steel-Concrete Composite Structures   307 - 310   1994

  • Size Effect Analysis of Plain Concrete Beams by using RBSM with Voronoi Elements

    40 ( A )   519 - 527   1994

  • Collapse analysis of reinforced concrete beams by using RBSM.

    Proceedings of the Japan Concrete Institute.   15 ( 2 )   277 - 282   1993

  • Fatigue of a steel plate and concrete composite bridge deck by moving loaol.

    Composite construction in steel and concrete II, ASCE   681-693   1993

  • Ultimate Strength Analysis of Steel-Concrete Composite Slab using a Rigid Body Spring Model.

    Proc. 3rd Int"l Conf. Steel-Concrete Composite Structures   1991

  • Failure Modes&Loading Capacities of Steel Plate and Concrete Composite Slabs with Different Arrangement of Stud Connectors

    Proc. 3rd Int"l Conf. Steel-Concrete Composite Structures   1991

  • Forces on the Studs in a Steel Plate and Concrete Slab.

    IABSE Symposium Brussels   1990

  • Discrete Limit Analysis of Reinforced Concrete Structures including the Effects of Tensile and Compressive Failure.

    36/A   1990

  • An Ultimate Strength Analysis of R/C and Composite Slabs by 3 Dimensional Rigid Body Spring Model.

    12/2   1990

  • An Ultimate Strength Analysis of R/C and Composite Beams by Rigid Body Spring Model.

    11/2   1989

  • Shearing Force on Studs and Punching Shear Load of a Steel Plate and Concrete composite Slab.

    404   1989

  • Low Cycle Fatigue Characteristics of Bridge Deck R/C Slabs under the Repitition of Wheel Loads.

    Proc. Pacific Concrete Conf. , New Zealand Concrete Society   1988

  • Low Cycle Fatigue Characteristics of 2 Span Continuous R/C Beams under the Repitition of Wheel Loads.

    10/3   1988

  • A Method of Estimation for the Design Moments of R/C Slab Subjected to Concentrated Loads through a Column.

    384   1987

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Outline of collaborative research (seeds)

  • Development and Design of Composite Construction in Steel and Concrete

    2011-

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

    Type of research exchange:Technical consultation, Contract research

    Application fields / methods etc:Infra-structure in public usage should reqires its safety essentially. Composite construction has not only required rational safty but also economy due to its rapid construction.

    The various merits of composite construction can be drawn by joint technique between individial materials or members. The technique will be developed according to required perfomance.

Grant-in-Aid for Scientific Research

  • 径厚比100以上のコンクリート充填薄肉円形鋼管部材の中心圧縮特性

    基盤研究(C)(2)  2002.04

Outline of education staff

  • 安価で造形性に富んだ建設材料であるコンクリートを題材に,その原料であるセメント,骨材,水,混和剤などの特性と施工法にはじまり,具体的な鉄筋コンクリート構造物を構築する際に必要となる設計法について学びます.

Charge of on-campus class subject

  • Composite construction in steel and concrete

    2023   Weekly class   Graduate school

  • Special Exercise (Structural Engineering II)

    2023   Weekly class   Graduate school

  • Structural Mechanics I

    2023   Weekly class   Undergraduate

  • Construction Materials

    2023   Weekly class   Undergraduate

  • Design for Reinforced Concrete Structures

    2023   Weekly class   Undergraduate

  • Composite construction in steel and concrete

    2023   Weekly class   Graduate school

  • Bridge Engineering

    2019     Undergraduate

  • Structural Mechanics II

    2019     Undergraduate

  • 建設材料学

    2012     Undergraduate

  • コンクリート構造設計論

    2012     Undergraduate

  • 橋梁工学

    2012     Undergraduate

  • 特別演習・構造工学II

    2012    

  • 複合構造学

    2012    

  • 連続体力学

    2012    

  • 建設材料学

    2011     Undergraduate

  • コンクリート構造設計論

    2011     Undergraduate

  • 橋梁工学

    2011     Undergraduate

  • 特別演習・構造工学II

    2011    

  • 複合構造学

    2011    

  • 連続体力学

    2011    

  • 建設材料学

    2010     Undergraduate

  • コンクリート構造設計論

    2010     Undergraduate

  • 特別演習・構造工学II

    2010    

  • 複合構造学

    2010    

  • 複合構造学

    2009    

  • 特別演習・構造工学II

    2009    

  • 複合構造学

    2008    

  • 特別演習・構造工学II

    2008    

  • 複合構造学

    2007    

  • 特別演習・構造工学II

    2007    

  • 複合構造学

    2006    

  • 特別演習・構造工学II

    2006    

  • 複合構造学

    2005    

  • 特別演習・構造工学II

    2005    

  • 複合構造学

    2004    

  • 特別演習・構造工学II

    2004    

  • 複合構造学

    2003    

  • 特別演習・構造工学II

    2003    

  • 複合構造学

    2002    

  • 特別演習・構造工学II

    2002    

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Faculty development activities

  • FD活動への貢献  2011

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    学科内ならびに専攻内における構造工学関連科目の内容重複の有無など見直しを行い、科目の新設と廃止について討議した。

Number of instructed thesis, researches

  • 2023

    Number of instructed the graduation thesis:Number of graduation thesis reviews:1

    [Number of instructed the Master's Program] (previous term):[Number of instructed the Master's Program] (letter term):0

    [Number of master's thesis reviews] (chief):[Number of master's thesis reviews] (vice-chief):11

    [Number of doctoral thesis reviews] (chief):[Number of doctoral thesis reviews] (vice-chief):2

  • 2023

    Number of instructed the graduation thesis:Number of graduation thesis reviews:1

    [Number of instructed the Master's Program] (previous term):[Number of instructed the Master's Program] (letter term):0

    [Number of master's thesis reviews] (chief):[Number of master's thesis reviews] (vice-chief):11

    [Number of doctoral thesis reviews] (chief):[Number of doctoral thesis reviews] (vice-chief):2

  • 2011

    Number of instructed the graduation thesis:Number of graduation thesis reviews:6

    [Number of instructed the Master's Program] (previous term):[Number of instructed the Master's Program] (letter term):1

    [Number of master's thesis reviews] (chief):[Number of master's thesis reviews] (vice-chief):1

    [Number of doctoral thesis reviews] (chief):[Number of doctoral thesis reviews] (vice-chief):0

  • 1202

    Number of instructed the graduation thesis:Number of graduation thesis reviews:2

    [Number of instructed the Master's Program] (previous term):[Number of instructed the Master's Program] (letter term):0

    [Number of master's thesis reviews] (chief):[Number of master's thesis reviews] (vice-chief):10

    [Number of doctoral thesis reviews] (chief):[Number of doctoral thesis reviews] (vice-chief):2

Social Activities

  • その他活動

    2004.04 - 2005.03

     More details

    (社)建設コンサルタンツ協会近畿支部にて、橋梁維持管理研究委員会にて学術委員を務めた

  • その他活動

    2004.04 - 2005.03

     More details

    (社)建設コンサルタンツ協会近畿支部にて、橋梁維持管理研究委員会にて学術委員を務めた

Foreigner acceptance

  • 2000

    foreigners accepted :1

    International Students :0

International exchange activities

  • 本学交流活動大学の一つである、伯国サンパウロ大学工学部土木工学科のProf. Nakaoを本学に受け入れ、主として、両国間の設計法のフィロソフィについて、意見交換を行った

    Field category :Research

    2010.07

Other

  • Job Career

    1985.04

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    Osaka City University