INFLUENCE OF UPPER FLANGE CONTINUOUS RESTRAINT CONDITION ON PLASTIC DEFORMATION CAPACITY OF I-SHAPED BEAMS

Author:

IKARASHI Kikuo1,MITSUI Kazuya1,KAGESAWA Hiroto1,KIMURA Seiya2,UCHIDA Mamoru2,HIRAI Kenta2,TAKADA Takeshi3,ITO Fuyuki3

Affiliation:

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

2. Nikken Sekkei Ltd., Structural Design Division, Engineering Department

3. Kobe Steel Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference34 articles.

1. 1) Architectural Institute of Japan: Recommendations for Stability Design of Steel Structures, 2018. 2 (In Japanese) 日本建築学会:鋼構造座屈設計指針, 2018. 2

2. 2) Architectural Institute of Japan: Stability Problems of Steel Structures 2013, 2013.6 (In Japanese) 日本建築学会:鋼構造の座屈に関する諸問題2013, 2013. 6

3. 3) Architectural Institute of Japan: Standard for Allowable Stress Design of Steel Structures, 2019. 10 (In Japanese) 日本建築学会:鋼構造許容応力度設計規準, 2019. 10

4. 4) Architectural Institute of Japan: Recommendations for Plastic Design of Steel Structures, 2017. 2 (In Japanese) 日本建築学会:鋼構造塑性設計指針, 2017. 2

5. 5) Architectural Institute of Japan: Recommendation for Limit State Design of Steel Structures, 2010. 2 (In Japanese) 日本建築学会:鋼構造限界状態設計指針, 2010. 2

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