Evaluation of Hysteretic Performance of Horizontally Placed Corrugated Steel Plate Shear Walls with Vertical Stiffeners

Corrugated steel plate shear walls (CSPSWs) have been widely utilized as lateral-resistant and energy-dissipating components in multistory and high-rise buildings. To improve their buckling stability, shear resistance, and energy-dissipating capacity, stiffeners were added to the CSPSW, forming stif...

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Bibliografische Detailangaben

Hauptverfasser:	Ruomin Wu, Zhengping Hu, Jingzhong Tong
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	MDPI AG 2024-03-01
Schriftenreihe:	Buildings
Schlagworte:	design recommendation finite element analyses hysteretic performance stiffened corrugated steel plate shear wall transition rigidity ratio
Online-Zugang:	https://www.mdpi.com/2075-5309/14/3/779
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