EVALUATION OF PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS WITH THE NEWLY PROPOSED LIMITATION VALUE OF PLATE SLENDERNESS-Reference-Cited by-同舟云学术

EVALUATION OF PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS WITH THE NEWLY PROPOSED LIMITATION VALUE OF PLATE SLENDERNESS

Published:2011 Issue:668 Volume:76 Page:1865-1872
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

IKARASHI Kikuo¹,SUEKUNI Ryota²,SHINOHARA Takuma³,WANG Tao⁴

Affiliation:

1. Assoc. Prof., Dept. of Arch. and Build. Eng., Tokyo Institute of Technology, Dr. Eng.

2. Graduate Student, Dept. of Arch. and Build. Eng., Tokyo Institute of Technology, M. Eng.

3. Graduate Student, Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

4. GCOE Postdoctoral Fellowship, CUEE, Tokyo Institute of Technology, Dr. Eng.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

Reference23 articles.

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2. 2) 日本建築学会：鋼構造塑性設計指針，2010.2

3. 3) 日本建築学会：鋼構造限界状態設計指針・同解説，2010.2

4. 4) 日本建築学会：建築耐震設計における保有耐力と変形性能(1990)，1990.10

5. 5) 建築物の構造関係技術基準解説書編集委員会：2007年版建築物の構造関係技術基準解説書，2007.5

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2. ELASTIC SHEAR BUCKLING STRENGTH OF H-SHAPED MEMBERS UNDER PURE SHEAR FORCE;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-07-01