PLASTIC DEFORMATION CAPACITY AND POST-BUCKLING BEHAVIOR OF H-SHAPED BEAM WITH LARGE DEPTH-THICKNESS RATIO UNDER CYCLIC LOADING

Author:

IKARASHI Kikuo,OTABE Toshiaki,WANG Tao

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference21 articles.

1. 1) 日本建築学会:鋼構造設計規準,2005.9

2. 2) 日本建築学会:鋼構造座屈設計指針.1996.10

3. 3) 日本建築学会:鋼構造限界状態設計指針,2002.10

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

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