Parametric analysis and failure mode of steel plate shear wall with self-centering braces-Reference-Cited by-同舟云学术

Parametric analysis and failure mode of steel plate shear wall with self-centering braces

Published:2021-06 Issue: Volume:237 Page:112151
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Xu Longhe,Liu Jialin,Li Zhongxian^ORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Capacity design of vertical boundary elements in steel plate shear walls;Berman;Engl J,2008

2. Thorburn LJ, Kulak GL, Montgomery CJ. Analysis of steel plate shear walls. Structural engineering rep. no. 107. Edmonton, Alberta, Canada: Dept of Civil Eng. University of Alberta; 1983.

3. Experimental study of diagonally stiffened steel plate shear walls;Alavi;J Struct Eng,2013

4. Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections;Vatansever;Steel Compos Struct,2011

5. Seismic performance of a repaired thin steel plate shear wall structure;Du;J Constr Steel Res,2018

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