Seismic performance investigation of an innovative steel shear wall with semi-rigid beam-to-column connections

Seismic performance investigation of an innovative steel shear wall with semi-rigid beam-to-column connections

Steel plate shear walls (SPSWs) are a robust lateral load resistance structure because of their high ductility and efficient energy dissipation when subjected to seismic loads. This research investigates the seismic performance of an innovative infill web strip (IWS-SPSW) and a typical unstiffened s...

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Bibliographic Details
Main Authors: Wahab Abdul Ghafar, Tao Zhong, Muhammad Abid, Enamullah Faizan, Abdullah Mohamed, Ahmed M. Yosri
Format: Article
Language:English
Published: Frontiers Media S.A. 2022-12-01
Series:Frontiers in Materials
Subjects:
steel shear walls
seismic performance
failure mode
hysteresis response
nonlinear finite element analysis
parametric study
Online Access:https://www.frontiersin.org/articles/10.3389/fmats.2022.1075300/full

Internet

https://www.frontiersin.org/articles/10.3389/fmats.2022.1075300/full

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