EVALUATION OF WIDTH-THICKNESS RATIO LIMITATION OF H-SHAPED BEAM MEMBERS BASED ON COUPLED BUCKLING ANALYSIS-Reference-Cited by-同舟云学术

EVALUATION OF WIDTH-THICKNESS RATIO LIMITATION OF H-SHAPED BEAM MEMBERS BASED ON COUPLED BUCKLING ANALYSIS

Published:2008 Issue:629 Volume:73 Page:1177-1184
ISSN:1881-8153
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

IKARASHI Kikuo,WANG Tao

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference14 articles.

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2. 2) 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

3. 3) 日本建築学会:鋼構造限界状態設計指針.同解説、1998

4. 4) 加藤勉,秋山宏,帯洋一:局部座屈を伴うH型断面部材の変形,日本建築学会論文報告集,No.257,1977.7

5. 5) 加藤勉,中尾雅躬:局部座屈に支配されるH形断面鋼部材の耐力と変形能力、日本建築学会構造系論文報告集,No.458,1994.4

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