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J-GLOBAL ID：202002261843804223   Reference number：20A1522095

Elasto-plastic behavior of weak-panel beam-column joints with RC slabs under bidirectional loading

二方向荷重を受けるRCスラブを有する弱パネル梁-柱接合部の弾塑性挙動【JST・京大機械翻訳】

Author (4)： Wang Yandong (Department of Architecture and Architectural Engineering, Kyoto University, Kyoto, Japan) ,  Koetaka Yuji (Department of Architecture and Architectural Engineering, Kyoto University, Kyoto, Japan) ,  Chan Iathong (Department of Advanced Engineering, Nagasaki University, Nagasaki, Japan) ,  Nakano Tatsuya (Department of Architecture and Urban Design, Utsunomiya University, Utsunomiya, Japan)
Material： Journal of Constructional Steel Research  (J Constr Steel Res)
Volume： 168  Page： Null  Publication year： 2020 
JST Material Number： D0026D  ISSN： 0143-974X  Document type： Article
Article type： 原著論文  Country of issue： Netherlands (NLD)  Language： ENGLISH (EN)

Abstract/Point： This paper presents an experim...

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Thesaurus term： *plasticity ,  crack ,  *beam (structure) ,  *elasto-plasticity ,  concrete ,  Welding ,  flange ,  weld crack ,  drift (migration) ,  local buckling ,  failure mode (mechanics) ,  beam-column connection ,  Finite Element Analysis ,  steel girder ,  panel zone ,  *mechanical property ,  *property

Author keywords (5)： RC slab ,  Panel zone ,  Beam-column joint ,  Plastic strength ,  Finite element analysis

JST classification (1)： Structures using other structural materials  (RA04060H)

Terms in the title (8)： 二方向 ,  荷重 ,  RC ,  スラブ ,  梁 ,  柱 ,  接合部 ,  塑性挙動