Seismic Behavior of a Novel Buckling-Restrained Steel Plate Shear Wall

In this study, in a novel buckling-restrained steel plate shear wall (BRSPSW) with out-of-plane deformation spaces, angle steel stiffeners have been installed so as to create gaps between the steel plate and the covering concrete slabs. A finite element model has been developed to analyse the effect...

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Bibliographic Details
Main Authors: Yang Li, Xiaofeng Zhao, Ping Tan, Fulin Zhou, Jin Jiang
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2021/5599578