Flexural design of restraining panels in buckling-restrained steel plate shear walls considering high-order buckling modes-Reference-Cited by-同舟云学术

Flexural design of restraining panels in buckling-restrained steel plate shear walls considering high-order buckling modes

Published:2023-03 Issue: Volume:184 Page:110488
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Tong Jing-Zhong,Wang Ling-Qi,Hou Jian,Li Qing-Hua,Xu Shi-Lang,Tong Gen-Shu

Funder

National Natural Science Foundation of China

Natural Science Foundation of Zhejiang Province

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference42 articles.

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2. Cyclic behavior of SPSW and CSPSW in composite frame;Guo;Thin-Walled Struct.,2012

3. An overview of current state-of-the-art in behavior and design theory for unstiffened or buckling-restrained steel plate shear walls;Guo;J. Build. Struct.,2011

4. Experimental research on the seismic behavior of CSPSWs connected to frame beams;Guo;Earthq. Eng. Eng. Vib.,2011

5. Steel plate-restraining panel interaction behavior in buckling-restrained steel plate shear walls;Hou;Thin-Walled Struct.,2021

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