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J-GLOBAL ID：201702286442817324   Reference number：17A0165137

EXPERIMENTAL OF ASEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS RC FRAMES WITH HERRINGBONE BUCKLING-RESTRAINED BRACES

人の屈曲性拘束による支柱柱の耐震性能試験に関する研究【JST・京大機械翻訳】

Author (8)： Ren Zemin (School of Architecture & Art Design,Hebei University of Technology) ,  Kong Lingchuan (School of Civil and Transportation Engineering,Hebei University of Technology) ,  Qiao Jinli (School of Civil and Transportation Engineering,Hebei University of Technology) ,  Wang Xiaowei (School of Civil and Transportation Engineering,Hebei University of Technology) ,  Hou Shuang (School of Civil and Transportation Engineering,Hebei University of Technology) ,  Ding Dong (School of Civil and Transportation Engineering,Hebei University of Technology) ,  L UE Chao (School of Civil and Transportation Engineering,Hebei University of Technology) ,  Ling Xiaoxiao (School of Civil and Transportation Engineering,Hebei University of Technology)
Material： Gongye Jianzhu  (Industrial Construction)
Volume： 46  Issue： 10  Page： 55-58,116  Publication year： 2016 
JST Material Number： C2103A  ISSN： 1000-8993  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： In order to study the aseimic ...

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Thesaurus term： ductility ,  energy consumption ,  *strut ,  energy dissipation ,  earthquake ,  *earthquake resistance ,  bearing capacity ,  frame structure ,  load capacity ,  *tortuosity factor

Author keywords (5)： specially shaped column frame ,  herringbone brace ,  buckling-restrained braces ,  quasi-static test ,  aseismic and energy dissipation characteristics

JST classification (2)： Earthquake-proofing,vibration-proofing,seismic isolation of buildings  (RB01035P) ,  Concrete structures  (RA04030A)

Terms in the title (7)： 人 ,  屈曲性 ,  拘束 ,  支柱 ,  耐震性能 ,  試験 ,  研究