Art

J-GLOBAL ID：201702281658597329   Reference number：17A0171162

Comparison of seismic design provisions for steel frames in China,U. S. and Japan(II): beam-to-column connection design

中-日鋼フレーム構造耐震設計規定比較(II):柱梁接合部設計【JST・京大機械翻訳】

Author (3)： Dong Qingyuan (China Institute of Building Standard Design & Research) ,  Yu Yinquan (China Institute of Building Standard Design & Research) ,  Wang Zhe (China Institute of Building Standard Design & Research)
Material： Jianzhu Jiegou  (Building Structure)
Volume： 46  Issue： 19  Page： 8-14  Publication year： 2016 
JST Material Number： C2075A  ISSN： 1002-848X  CODEN： JJIEEG  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： The seismic design provisions ...

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Thesaurus term： axial force ,  *beam-column connection ,  steel structure ,  *Steel ,  People's Republic of China ,  bearing capacity ,  *frame construction (structure) ,  United States of America ,  nodal point ,  *earthquake-resistant design ,  Japan ,  design method

Author keywords (5)： steel frame structure ,  seismic design ,  beam-to-column connection ,  panel zone design ,  column-beam relation limitation

JST classification (2)： Metal structures  (RA04050W) ,  Earthquake-proofing,vibration-proofing,seismic isolation of buildings  (RB01035P)

Terms in the title (5)： フレーム構造 ,  耐震設計 ,  規定 ,  柱梁接合部 ,  設計