Updated on 2024/04/09

写真a

 
FURUKAWA Sachi
 
Organization
Graduate School of Engineering Division of Urban Engineering Lecturer
School of Engineering Department of Architecture and Building Engineering
Title
Lecturer
Affiliation
Institute of Engineering
Profile
Research interests: Structural resilience by increasing understanding of seismic performance of connections, which is crucially less-understood comparing with that of structural members. Previous projects: Functionality performance of base-isolated facility especially under vertical excitation. Current projects: Investigation of seismic performance of connection between steel members and reinforced concrete such as the column base of the steel moment-resisting frame and steel pile top.
Affiliation campus
Sugimoto Campus

Position

  • Graduate School of Engineering Division of Urban Engineering 

    Lecturer  2022.04 - Now

  • School of Engineering Department of Architecture and Building Engineering 

    Lecturer  2022.04 - Now

Degree

  • Doctor (Engineering) ( Kyoto University )

Research Areas

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

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

Research Interests

  • Earthquake Engineering

  • Base isolation

  • connection performance evaluation

  • steel and reinforced concrete connection

  • Steel structure

  • wind resistance engineering

  • Structural Engineering

Research subject summary

  • Research interests: Structural resilience by increasing understanding of seismic performance of connections, which is crucially less-understood comparing with that of structural members.
    Previous projects: Functionality performance of base-isolated facility especially under vertical excitation.
    Current projects: Investigation of seismic performance of connection between steel members and reinforced concrete such as the column base of the steel moment-resisting frame and steel pile top.

Research Career

  • CLTパネル床板ーH鋼合成梁の耐震性能評価

    CLTパネル,合成梁 

    2023.04 - Now 

  • Wind resistance performance evaluation of photovoltaic (PV) power system

    photovoltaic (PV) power system, wind resistance performance  Joint Research in Japan

    2021.04 - Now 

  • Introduction of new connection system with high shear strength to steel roof bearing connection

    steel roofing system, bearing connection, shear strength 

    2019.04 - Now 

  • Flexural performance evaluation of steel pile top to introduce plastic design

    steel pile, flexural performance evaluation, steel-concrete composite action 

    2018.04 - Now 

  • Seismic performance evaluation of steel moment-resisting frame

    steel moment-resisting frame, seismic performance evaluation 

    2011.04 - Now 

Professional Memberships

  • Japanese Society of Steel Construction

      Domestic

  • Architectural Institute of Japan

      Domestic

  • Japanese Society of Steel Construction

Committee Memberships (off-campus)

  • 副査   日本建築学会近畿支部鉄骨構造部会  

    2024.04 - Now 

  • 基礎部材の強度・変形性能小委員会   日本建築学会  

    2022.09 - Now 

Awards

  • 一般社団法人日本鋼構造協会 鋼構造シンポジウム 優秀発表賞

    2014.11  

  • 日本建築学会近畿支部研究発表会 優秀発表賞

    2009.06  

Job Career (off-campus)

  • Tohoku University   Graduate school of Engineering, Architecture and Building Science   Assistant Professor

    2013.04 - 2021.03

Education

  • Tohoku University   Department of Architecture and Building Science   Master's Course   Graduated/Completed

    2004.04 - 2006.03

  • Kyoto University   Department of Architecture and Architectural Engineering   Doctor's Course   Graduated/Completed

    2008.10 - 2011.09

Papers

  • SHEAR STRENGTH OF CONVENTIONAL AND PROPOSED BEARING CONNECTION BETWEEN STEEL ROOF AND RC FRAME OF GYMNASIA Reviewed

    Furukawa S., Iwami R. and Kimura Y.

    Steel Construction Engineering   31 ( 121 )   121 - 143   2024.03

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

    DOI: https://doi.org/10.11273/jssc.31.121_143

  • Wind Resistance of a Solar Panel Mounting Structure with Partially Defective Pile Foundations Reviewed

    Mikami H., Furukawa S., Okuji T., Takamori K. and Taniguchi T.

    Lecture Notes in Civil Engineering   442   1597 - 1602   2023.12( ISSN:23662557 ( ISBN:9789819974337

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

    DOI: 10.1007/978-981-99-7434-4_172

  • Ultimate Strength of Steel Pile Top Filled with Concrete Using Reduced Scale Model Test Considering Effects of Inner Ribs and Concrete-Pile Bonds Reviewed

    Ishikawa Y., Furukawa S. Sato M. and Kimura Y.

    Lecture Notes in Civil Engineering   442   1579 - 1589   2023.12( ISSN:23662557 ( ISBN:9789819974337

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

    DOI: 10.1007/978-981-99-7434-4_170

  • Cyclic Horizontal Loading Tests of New Connection Systems Using a Single Anchor Bolt for Steel Roof Bearing Reviewed

    Furukawa S., Iwami R. and Kimura Y.

    Lecture Notes in Civil Engineering   442   1323 - 1332   2023.12( ISSN:23662557 ( ISBN:9789819974337

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

    DOI: 10.1007/978-981-99-7434-4_141

  • Flexural Strength Evaluation for Anchorage Rebar Welded-type Connection of Concrete-Filled Steel Pile Top by Reduced Scale Biaxial Loading Test Reviewed

    31   2023.11

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

  • 鉄骨置屋根支承における従来型と提案型接合部のせん断性能評価 Reviewed

    古川 幸,岩見遼平,木村祥裕

    日本鋼構造協会・鋼構造年次論文報告集   30   76 - 85   2022.11

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    Authorship:Lead author, Last author, Corresponding author   International / domestic magazine:Domestic journal  

  • 縮小模型試験体によるずれ止め・付着の有無に着目したコンクリート充填鋼管杭頭部の終局耐力評価 Reviewed

    石川裕貴,古川幸,木村祥裕

    日本鋼構造協会・鋼構造年次論文報告集   30   507 - 514   2022.11

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    Authorship:Corresponding author   International / domestic magazine:Domestic journal  

  • 二方向地震動を受ける層中間ピン柱脚骨組の柱塑性化判定法 Reviewed

    千葉 茜, 古川 幸, 木村 祥裕

    鋼構造年次論文集   29   2021.11

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

  • 縮小模型試験体を用いたコンクリート充填鋼管杭 の終局耐力評価 Reviewed

    古川 幸, 廣瀬 智治, 木村 祥裕

    鋼構造年次論文集   29   2021.11

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

  • 縮小模型実験による鋼管杭頭接合部曲げ耐力の基礎的検討 Reviewed

    木村 花乃, 古川 幸, 木村 祥裕

    鋼構造年次論文集   29   2021.11

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

  • EFFECT OF ANCHORAGE REBARS APPLYING TO MID-STORY PIN COLUMN BASE CONNECTION ON STRESS TRANSFER MECHANISM AND ULTIMATE SHEAR STRENGTH UNDER HORIZONTAL FORCE Reviewed

    FURUKAWA Sachi, TAKAHASHI Kunihiro, WATANABE Toru, SOMEYA Toshiaki, KANEDA Katsunori, KIMURA Yoshihiro, WADA Akira

    Architectural Institute of Japan, Journal of Structural and Construction Engineering (Transactions of AIJ)   86 ( 786 )   1247 - 1258   2021.08( ISSN:1340-4202

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    <p> Mid-story pin column system has been proposed to realize beam yielding mechanism of a steel moment-resisting frame. In this system, a pin connection system is applied inbetween the upper steel column and the lower RC column extended from the base beam to control moment demands on both ends of the first story column. An exposed-type column base has been adopted as a pin connection connected by a single anchor bolt. Static cyclic horizontal loading tests of a partial frame consisting of the first story column and the second floor beams showed a frame with the proposed column base system exhibited stable hysteresis performance up to a story drift angle of 0.05 rad, remaining column in elastic. In addition, the RC column with the connection of a single anchor bolt exhibited slippage at the connection while this problem was solved when an anchor bolt was stiffened by cross-shaped four shear plates. A cover plate was also welded on the top of the shear plates to cover the top surface of the RC column from bearing pressure of the upper steel column. An anchor bolt with the welded plates are called an anchor bolt set, or ABS, hereinafter. Ensuring a reliable seismic performance of an upper steel frame, damages at the proposed connection have to be minimized. So far, compressive stress transfer mechanism was clarified, and the ultimate compressive strength of the connection was evaluated in the previous study. </p><p> This paper discusses shear stress transfer mechanism and the ultimate shear strength of the RC column with proposed column base connection with the ABS. An anchorage rebar was welded on each shear plates to anchor the ABS to the RC column until the connection reaches the ultimate strength. Series of static cycle horizontal loading tests were conducted. Test parameters are a diameter of anchorage rebars and stirrup arrangement. Test results showed that anchorage rebars increased the shear strength twice as large as the connection by ABS without anchorage rebars, mitigating bearing crack propagation spread from the ABS (Chapter 2). </p><p> Chapter 3 shows that Navier hypothesis is applicable to strain distribution of a group of anchorage rebars, and that their neutral axis can be estimated as the gravity center of the semicircle of the cover plate under uniform pressure. A formulation of the yielding moment of group of anchorage rebars is proposed based on these findings. </p><p> Chapter 4 discusses the bearing crack initiation strength and the ultimate shear strength of the RC section where the ABS is embedded. With a combination of lever action by the embedded ABS and reaction moment retained by a group of anchorage rebars, shear force sustained by the RC section with the embedded ABS, or <i>Q<sub>RC</sub></i>, is amplified or reduced from the horizontal force <i>P</i> acting on the connection. The shear crack initiation strength <i>Q<sub>RC'</sub>,<sub>c</sub></i> and the ultimate shear strength <i>Q<sub>RC'</sub>,<sub>umean</sub></i> sufficiently agrees with test results, calculated by AIJ RC design standard with the effective width of the RC section considering the width of the ABS.</p><p> Chapter 5 proposes the stress transmission mechanism of the connection based on that for the embedded-type column base system. The shear strength estimation formulas for the RC connection with the ABS is proposed by a superposed strength method considering the effect of reaction moment provided by a group of anchorage rebars. </p>

    DOI: 10.3130/aijs.86.1247

    CiNii Article

  • 大地震時における層中間ピン柱脚骨組の連層柱による損傷分散効果と作用曲げモーメントの評価 Reviewed

    古川 幸, 田村直樹, 木村祥裕

    日本建築学会構造系論文集   86 ( 781 )   501 - 511   2021.03

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

  • SHEAR BEHAVIOUR OF CONNECTION BETWEEN STEEL AND REINFORCED CONCRETE MEMBERS ADOPTING A NEW COLUMN BASE SYSTEM ALLOWING THE STEEL MOMENT-RESISTING FRAME TO PERFORM BEAM YIELDING MECHANISM Reviewed

    FURUKAWA Sachi

    8th international conference on Geotechnique, Construction Materials and Environment   2018.11

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

  • 十字型鋼板を溶接したアンカーボルトによる鋼-RC接合部の側方破壊性状 その1, その2 実験シリーズI Reviewed

    古川 幸

    日本建築学会大会学術講演梗概集   1307 - 1310   2018.09

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  • 層中間ピン柱脚中低層鉄骨骨組の地震応答に対する修正D値法の適用 Reviewed

    古川 幸

    日本建築学会大会学術講演梗概集   821 - 822   2018.09

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

  • Substructural frame test of encapsulated rubber rotation bearing applying to proposed pinned - Support column base system of steel moment-resisting frame Reviewed

    Sachi Furukawa, Takayuki Yamaguchi, Eiichiro Saeki, Jun Shi, Yoshihiro Kimura

    Architectural Institute of Japan, AIJ Journal of Technology and Design   24 ( 56 )   195 - 200   2018.02( ISSN:1881-8188

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    The authors have proposed concept to realize beam yielding mechanism of a steel moment-resisting frame by applying a pin support system to midpoints of the first story columns. As a pin connection, an encapsulated-rubber rotational bearing is newly proposed. Seismic performance of the system is examined by a static cyclic loading test of a partial frame, consisting of the first story column and the second floor beams with an proposed rotational bearing. Test results showed a frame with a proposed rotation bearing had stable hysteresis behavior up to a story drift of 0.03 rad.

    DOI: 10.3130/aijt.24.195

  • DEVELOPMENT OF MODIFIED D-VALUE METHOD TO EVALUATE SEISMIC PERFORMANCE OF LOW TO MID-HIGH STEEL MOMENT RESISTING FRAMES WITH NEW COLUMN SUPPORT SYSTEM REPRESENTED BY FISHBONE-SHAPED MODEL Reviewed

    Motoko Ando, Sachi Furukawa, Yoshihiro Kimura

    Proceedings of The 15th East Asis-Pacific Conference on Structural Engineering and Construction (EASEC-15)   2017.10

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  • Application of Encapsulated-Rubber Rotation Bearing to Proposed Pin-Support Column Base System Installed to the Midpoint of the Base Story Column of Steel Moment-Resisting Frame Reviewed

    Sachi Furukawa, Takayuki Yamaguchi, Yoshihiro Kimura

    Proceedings of The 15th East Asis-Pacific Conference on Structural Engineering and Construction (EASEC-15)   2017.10

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  • Failure Mechanism of Moment-Resisting Steel Frame with Mid-story Pinned Support System by Small-scaled Test Reviewed

    Yuma Murata, Sachi Furukawa, Yoshihiro Kimura

    JSSC(Japanese Society of Steel Construction) Proceedings of Concstrutional Steel   2016.11

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  • ULTIMATE SEISMIC CAPACITY OF STEEL MOMENT RESISTING FRAME BY SCALE TEST Reviewed

    Yuma Murata, Sachi Furukawa, Yoshihiro Kimura

    Proceedings of the 7th Civil Engineering Conference in the Asian Region (CECAR7)   2016.09

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  • SHEAR BEHAVIOUR OF REINFORCED CONCRETE COLUMN USING A NEW COLUMN SUPPORT SYSTEM TO ALLOW A STEEL MOMENT-RESISTING FRAME TO PERFORM BEAM YIELDING MECHANISM Reviewed

    Sachi Furukawa, Yoshihiro Kimura, Katsunori Kaneda, Akira Wada

    2nd Huxian International Forum on Earthquake Engineering for Young Researchers   2016.08

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    Publishing type:Research paper (scientific journal)  

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MISC

  • 鉄骨置屋根構造の支承部の耐震性能に関する一考察 International journal

    古川 幸,木村祥裕

    鋼構造出版・鉄鋼技術   36 ( 417 )   38 - 41   2023.02

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    Authorship:Lead author, Last author, Corresponding author   Publishing type:Article, review, commentary, editorial, etc. (trade magazine, newspaper, online media)   International / domestic magazine:Domestic journal  

  • 杭基礎への2次設計導入

    木村祥裕,古川 幸

    鋼構造出版・鉄鋼技術   37 ( 429 )   2024.02

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    Authorship:Last author, Corresponding author  

Presentations

  • 縮小模型試験体によるコンクリート充填鋼管杭頭接合部の耐荷機構の解明 その4 かご鉄筋(A方法)接合における鋼管-充填コンクリート間付着の有無の影響 Domestic conference

    石川裕貴,古川 幸,木村祥裕

    日本建築学会大会  2023.09  日本建築学会

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    Presentation type:Oral presentation (general)  

    Venue:京都  

  • 基礎不良を考慮した太陽光発電用架台の耐風性能 Domestic conference

    三上大輝,古川 幸,奥地丈浩,高森浩治,谷口徹郎

    日本建築学会大会  2023.09  日本建築学会

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    Presentation type:Oral presentation (general)  

    Venue:京都  

  • 二方向地震動を受ける連層柱を付与した層中間ピン柱脚骨組の終局耐震性能 その2 IDAによる必要連層柱曲げ剛性比の検討 Domestic conference

    千葉 茜,古川 幸,地引 陸,木村祥裕

    日本建築学会大会  2023.09  日本建築学会

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    Presentation type:Oral presentation (general)  

    Venue:京都  

  • 二方向地震動を受ける連層柱を付与した層中間ピン柱脚骨組の終局耐震性能 その1 静的解析による必要連層柱曲げ剛性比の検討 Domestic conference

    地引 陸,古川 幸,千葉 茜,木村祥裕

    日本建築学会大会  2023.09  日本建築学会

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    Presentation type:Oral presentation (general)  

    Venue:京都  

  • 二方向地震動を受ける連層柱を付与した層中間ピン柱脚骨組の終局耐震性能 Domestic conference

    千葉 茜,古川 幸,木村祥裕

    日本建築学会東北支部研究報告会  2023.06  日本建築学会東北支部

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    Presentation type:Oral presentation (general)  

    Venue:オンライン  

  • 大型シャッターの耐風性能に関する圧力載荷実験 Domestic conference

    西田悠一郎,古川 幸,谷口徹郎,菅沼咲希,曽我和正

    日本建築学会大会学術講演梗概集  2022.09  日本建築学会

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    Presentation type:Oral presentation (general)  

    Venue:北海道,札幌  

  • 墜落防止手摺の風による変形および破壊性状に関する圧力載荷試験 Domestic conference

    川口雅大,谷口徹郎,古川 幸,岡崎充隆,高森浩治

    日本建築学会大会学術講演梗概集  2022.09  日本建築学会

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    Presentation type:Oral presentation (general)  

    Venue:北海道,札幌  

  • 縮小模型試験体によるコンクリート充填鋼管杭頭接合部(B 方法)の耐荷機構の解明 その3 耐荷機構の解明と曲げ耐力評価法の提案 Domestic conference

    古川幸,木村花乃,木村祥裕

    日本建築学会大会学術講演梗概集  2022.09  日本建築学会

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    Presentation type:Oral presentation (general)  

    Venue:北海道,札幌  

  • 縮小模型試験体によるコンクリート充填鋼管杭頭接合部(B 方法)の耐荷機構の解明 その2 定着鉄筋本数と付着・ 摩擦の有無を試験体変数とした場合 Domestic conference

    木村花乃,古川幸,木村祥裕

    日本建築学会大会学術講演梗概集  2022.09  日本建築学会

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    Presentation type:Oral presentation (general)  

    Venue:北海道,札幌  

  • 縮小模型試験体によるずれ止め・付着の有無に着目したコンクリート充填鋼管杭頭部の終局耐力評価 その2  一定軸力下における終局曲げ耐力評価 Domestic conference

    石川裕貴,古川幸,廣瀬智治,木村祥裕

    日本建築学会大会学術講演梗概集  2022.09  日本建築学会

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    Presentation type:Oral presentation (general)  

    Venue:北海道,札幌  

  • 縮小模型試験体によるずれ止め・付着の有無に着目したコンクリート充填鋼管杭頭部の終局耐力評価 その1  履歴性状

    廣瀬智治,石川裕貴,古川幸,木村祥裕

    日本建築学会大会学術講演梗概集  2022.09  日本建築学会

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    Presentation type:Oral presentation (general)  

    Venue:北海道,札幌  

  • 木村祥裕:縮小模型試験体を用いたコンクリート充填鋼管杭頭部の終局耐力評価 その 2 二軸載荷実験 Domestic conference

    齋藤智哉,廣瀬智治,古川幸

    日本建築学会大会学術講演梗概集  2021.09 

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    Presentation type:Oral presentation (general)  

  • 縮小模型試験体を用いたコンクリート充填鋼管杭頭部の終局耐力評価 その 1 圧縮力載荷実験 Domestic conference

    廣瀬智治,齋藤智哉,古川幸,木村祥裕

    日本建築学会大会学術講演梗概集  2021.09 

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    Presentation type:Oral presentation (general)  

  • 連層柱を付与した層中間ピン柱脚骨組の大地震時の動的応答予測法の提案 その 2 SRSS 法による危険側評価の修正 Domestic conference

    田村直樹,古川幸,木村祥裕

    日本建築学会大会学術講演梗概集  2021.09 

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    Presentation type:Oral presentation (general)  

  • 連層柱を付与した層中間ピン柱脚骨組の大地震時の動的応答予測法の提案 その 1 SRSS 法による連層柱最大曲げモーメントの評価 Domestic conference

    古川幸,田村直樹,木村祥裕

    日本建築学会大会学術講演梗概集  2021.09 

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    Presentation type:Oral presentation (general)  

  • 二方向地震動を受ける層中間ピン柱脚を有する低層立体骨組の終局耐震性能評価 Domestic conference

    千葉茜,古川幸,田村直樹,木村祥裕

    日本建築学会大会学術講演梗概集  2021.09 

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    Presentation type:Oral presentation (general)  

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Grant-in-Aid for Scientific Research

  • 激甚化する自然災害に備えた建築基礎構造強靭化のための鋼管杭頭接合部設計法の確立

    Grant-in-Aid for Scientific Research(C)  2023

  • 激甚化する自然災害に備えた建築基礎構造強靭化のための鋼管杭頭接合部設計法の確立

    Grant-in-Aid for Scientific Research(C)  2022

  • 想定外災害を許容する災害時避難所となる鉄骨置屋根体育館の高靭性支承部の提案

    Grant-in-Aid for Scientific Research(C)  2019.04

  • フェールセーフ付剛-すべり型ソフトストーリ―機構の開発・研究

    Grant-in-Aid for Young Scientists(B)  2014.04

Incentive donations / subsidies

  • リユースを可能とするCLT床板付き鉄骨梁の合成効果の評価

    一般社団法人 日本鉄鋼連盟  2023

  • 災害避難所となる体育館鉄骨置屋根の大梁設置型支承接合部の高耐力化

    一般財団法人 上田記念財団  2022

  • 想定外災害を許容する鉄骨置屋根体育館の高靭性支承接合部の提案

    一般社団法人 日本鉄鋼連盟  2022

  • 想定外災害を許容する鉄骨置屋根体育館の高靭性支承提案

    一般社団法人日本鉄鋼連盟  2021.04

Outline of education staff

  • Basic course to lecture structural design method of steel structure, reinforced concrete structure and structural foundation.

Charge of on-campus class subject

  • 建築プロジェクトスタディ

    2024   Weekly class   Undergraduate

  • 建築構造材料実験

    2023   Weekly class   Undergraduate

  • 建築防災・防火論

    2023   Weekly class   Undergraduate

  • 卒業論文

    2023   Intensive lecture   Undergraduate

  • 測量学Ⅰ実習及び製図

    2023   Intensive lecture   Undergraduate

  • 振動工学

    2023   Weekly class   Undergraduate

  • 建築設計特別演習

    2023   Intensive lecture   Undergraduate

  • 鋼構造学

    2023   Weekly class   Undergraduate

  • 現代建築フォーラム

    2023   Weekly class   Undergraduate

  • 建築構造実験特別演習

    2022   Intensive lecture   Graduate school

  • 測量学Ⅰ実習及び製図

    2022   Intensive lecture   Undergraduate

  • 振動工学

    2022   Weekly class   Undergraduate

  • 建築設計特別演習

    2022   Intensive lecture   Undergraduate

  • 建築構造材料実験

    2022   Weekly class   Undergraduate

  • 初年次ゼミナール

    2022   Weekly class   Undergraduate

  • 卒業論文

    2022   Intensive lecture   Undergraduate

  • 鋼構造学

    2022   Weekly class   Undergraduate

  • 建築防災/防火論

    2022   Weekly class   Undergraduate

  • 現代建築フォーラム

    2022   Weekly class   Undergraduate

  • 測量学I実習及び製図

    2021     Undergraduate

  • 特別演習(建築構造実験)

    2021     Graduate school

  • 建築構造材料実験

    2021     Undergraduate

  • 鋼構造

    2021     Undergraduate

▼display all

Number of papers published by graduate students

  • 2022

    Number of undergraduate student / college student presentations:Number of graduate students presentations:2

  • 2023

    Number of graduate students presentations:3

Number of instructed thesis, researches

  • 2022

    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):2

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

  • 2023

    Number of instructed the graduation thesis:Number of graduation thesis reviews:4

Social Activities

  • 不具合時の動風圧実験

    Role(s): Lecturer

    一般社団法人日本太陽エネルギ-学会  JSES 太陽光発電部会 第36回セミナー「太陽光発電設備のガイドライン策定にかかる実証実験」  2024.01

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    SDGs:

    Type:Lecture

Other

  • Job Career

    2021.04 - Now

      More details

    Osaka City University School of Engineering, Urban Engineering Lecturer