Shear performance of four-corner connected shear wall considering plate-frame connection ratio-Reference-Cited by-同舟云学术

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Shear performance of four-corner connected shear wall considering plate-frame connection ratio

Published:2024-04 Issue: Volume:215 Page:108568
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Yu Jin-guang,Zhang Pei-zhou,Ge Ming-lan,Zhao Chu,Li Bo

Funder

Foundation for Innovative Research Groups of the National Natural Science Foundation of China

Natural Science Basic Research Program of Shaanxi Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference29 articles.

1. Unstiffened steel plate shear performance under cyclic loading;Lubell;J. Struct. Eng.,2000

2. Research needs and future directions for steel plate shear walls;Berman;ASCE.,2008

3. Performance of steel plate shear walls with axially loaded vertical boundary elements;Yu;Thin-Walled Struct.,2018

4. Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation;Vian;J. Struct. Eng.,2009

5. Experimental study on steel shear wall with slits;Hitaka;J. Struct. Eng.,2003

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