Nonlinear behavior of steel plate shear wall connected to frame beams only under Various Loading conditions

In the present paper, the behavior of steel shear walls connected to frame beams only was investigated under various loading conditions (nonlinear static, cyclic and blast) using the finite element method and compared with that of the corresponding system with fully-connected infill walls (typical S...

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Autores principales: Ali Asghar hosseinzade, ali kazemi, Mohammad Ali Barkhordari, mehdi mirzaei
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2020
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Acceso en línea:https://doaj.org/article/28fbf7740b5347739357b5359ab26a0a
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