Experimental and Numerical Study of an Innovative Infill Web-Strips Steel Plate Shear Wall with Rigid Beam-to-Column Connections

Experimental and Numerical Study of an Innovative Infill Web-Strips Steel Plate Shear Wall with Rigid Beam-to-Column Connections

Steel plate shear walls (SPSWs) offer good energy dissipation capability when subjected to seismic forces as a robust lateral load resisting structure. This research investigated the cyclic behaviors of innovative infill web-strips (IWS-SPSW) and conventional unstiffened steel plate shear (USPSW) ex...

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Bibliographic Details
Main Authors: Wahab Abdul Ghafar, Zhong Tao, Yan Tao, Yingcheng He, Lei Wu, Zhiqi Zhang
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Buildings
Subjects:
infill web-strips steel shear wall
failure mechanism
energy dissipation
hysteresis behavior
nonlinear FE analysis
parametric analysis
Online Access:https://www.mdpi.com/2075-5309/12/10/1560

Internet

https://www.mdpi.com/2075-5309/12/10/1560

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