Seismic performance of composite walls with concrete-filled square steel-tube boundary element-Reference-Cited by-同舟云学术

Seismic performance of composite walls with concrete-filled square steel-tube boundary element

Published:2019-05-22 Issue:12 Volume:25 Page:2127-2145
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Zhang Jianwei¹,Zheng Wenbin¹²,Cao Wanlin¹,Wang Min¹

Affiliation:

1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China

2. BBMG Property Development Group Company Limited, Beijing, China

Funder

Science and Technology Key Project of Beijing Municipal Education Commission

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2019.1618737

Reference23 articles.

1. Astaneh-Asl, A. (2002). Seismic behavior and design of composite steel plate shear walls (Steel TIPS Report). Moraga, CA: Structural Steel Educational Council.

2. Clough, R. W. & Johnston, S. B. (1966). Effect of stiffness degradation on earthquake ductility requirements. Proceedings of the 2nd Japan Earthquake Engineering Symposium (37–44). Tokyo: JSCE.

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