The wall–frame and the steel–concrete interactions in composite shear walls

The wall–frame and the steel–concrete interactions in composite shear walls
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DOI：
10.1002/tal.1476
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发表时间：
2018-08
期刊：
The Structural Design of Tall and Special Buildings
影响因子：
--
通讯作者：
S. Shafaei;F. Farahbod;Amir Ayazi
S. Shafaei;F. Farahbod;Amir Ayazi
中科院分区：
其他
文献类型：
--
作者：
S. Shafaei;F. Farahbod;Amir Ayazi

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The nonlinear pushover analyses of 24 composite steel plate shear walls (CSPSWs), 24 corresponding steel plate shear walls (SPSWs), and 24 corresponding frames are conducted. CSPSWs have different aspect ratios and infill steel plate thicknesses. The study aims to understand the wall–frame and steel–concrete interactions. The infill steel plate thickness and aspect ratio of CSPSW are the main parameters of the study.