Art

J-GLOBAL ID：201702235318291806   Reference number：17A0202054

Seismic Performance of New Masonry Infilled RC Frame with Different Types of Connections

異なる結合モードの下で,新しい組積充填壁構造の耐震性能を研究した。【JST・京大機械翻訳】

Author (5)： Wu Fangbo (College of Civil Engineering,Hunan University) ,  Li Dayu (College of Civil Engineering,Hunan University) ,  Ouyang Jing (College of Civil Engineering,Hunan University) ,  Jiang Wen (College of Civil Engineering,Hunan University) ,  Zhou Xuhong (College of Civil Engineering,Hunan University)
Material： Jianzhu Kexue yu Gongcheng Xuebao  (Journal of Architecture and Civil Engineering)
Volume： 33  Issue： 3  Page： 28-35  Publication year： 2016 
JST Material Number： C3144A  ISSN： 1673-2049  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： Four full-scale reinforced con...

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Thesaurus term： hysteresis ,  frame construction(structure) ,  flexibility ,  repeated load ,  ductility ,  air gap ,  *masonry ,  rigidity ,  test piece ,  rigid body ,  *earthquake resistance ,  energy dissipation
Semi thesaurus term： 破壊特性 ,  定常状態 ,  *結合モード , 【Automatic Indexing@JST】

Author keywords (6)： reinforced concrete frame ,  new type of horizontal hole hollow concrete block ,  quasistatic test ,  flexible connection ,  rigid connection ,  seismic performance

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

Terms in the title (4)： 結合モード ,  組積 ,  耐震性能 ,  研究