Art

J-GLOBAL ID：201702258351287770   Reference number：17A0158085

Experimental Study of Composite Shear Walls With Double Steel Plates and Filled Concrete for a Nuclear Island Structure Under Low Cyclic Loading

仕切構造の二重鋼板コンクリート複合壁せん断壁の低サイクル往復試験を研究した。【JST・京大機械翻訳】

Author (4)： Li Xiaohu (the College of Architecture and Civil Engineering, Beijing University of Technology) ,  Li Xiaojun (the College of Architecture and Civil Engineering, Beijing University of Technology) ,  Shen Liting (the College of Architecture and Civil Engineering, Beijing University of Technology) ,  Liu Jin (the College of Architecture and Civil Engineering, Beijing University of Technology)
Material： Beijing Gongye Daxue Xuebao  (Journal of Beijing University of Technology)
Volume： 42  Issue： 10  Page： 1498-1508  Publication year： 2016 
JST Material Number： C2401A  ISSN： 0254-0037  CODEN： BGDXD6  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： In order to solve the safety p...

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Thesaurus term： rigidity ,  test piece ,  *steel plate ,  failure mode(mechanics) ,  shield tunnel ,  vertical load ,  *concrete ,  experimental design ,  energy dissipation ,  earthquake resisting wall ,  ductility ,  *shear wall ,  earthquake resistance
Semi thesaurus term： 有限要素解析 ,  スタッドボルト , 【Automatic Indexing@JST】

Author keywords (3)： composite shear walls with double steel plates and filled concrete ,  hysteresis behavior seismic performance ,  lateral stiffness

JST classification (3)： Concrete structures  (RA04030A) ,  Earthquake-proofing,vibration-proofing,seismic isolation of buildings  (RB01035P) ,  Structures using other structural materials  (RA04060H)

Terms in the title (7)： 仕切 ,  鋼板 ,  コンクリート ,  せん断壁 ,  サイクル ,  試験 ,  研究