DEFORMATION CAPACITY OF WIDE FLANGE BEAM WITH LATERAL BRACINGS

Author:

FUKUNAGA Izumi1,TODAKA Taro2,ZHANG Zilu1,KANAO Iori3

Affiliation:

1. Grad. School of Science and Technology, Dept. of Architecture, Kyoto Institute of Technology

2. Faculty of Architecture, Kyoto Arts and Crafts University

3. Faculty of Design and Architecture, Kyoto Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference11 articles.

1. 1) Yuji OHASHI: The history of structural codes of buildings in Japan, The Building Center of Japan, 1995. 3 (in Japanese) 大橋雄二: 日本建築構造基準変遷史, 財団法人日本建築センター出版部, 1995. 3

2. 2) Architectural Institute of Japan: AIJ 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

3. 3) Architectural Institute of Japan: The New Structural Design by Plastic Design of Steel Structures, Panel discussion materials at AIJ Annual Meeting in Kinki, 2014. 9 (in Japanese) 日本建築学会: 塑性設計が魅せる新たな世界―鋼構造塑性設計指針の改定に向けて-, 2014 年度日本建築学会大会(近畿)パネルディスカッション資料, 2014. 9

4. 4) Koji OGAWA, Kazuo INOUE, Masayoshi NAKASHIMA and Shinichi SAWAIZUMI: Ductility Demanded of Members in Steel Moment Frames Sustaining Beam-Hinging Mechanism, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 537, pp.121-128, 2000. 11 (in Japanese) 小川厚治, 井上一朗, 中島正愛, 澤泉紳一: 梁降伏型鋼構造ラーメン部材の必要塑性変形能力に関する研究, 日本建築学会構造系論文集, 第537号, pp. 121-128, 2000. 11

5. 5) Architectural Institute of Japan: AIJ Recommendations for Limit State Design of Steel Structures, 2017. 2 (in Japanese) 日本建築学会: 鋼構造限界状態設計指針, 2017. 2

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