Cyclic performance for low-yield point steel plate shear walls with diagonal T-shaped-stiffener-Reference-Cited by-同舟云学术

Cyclic performance for low-yield point steel plate shear walls with diagonal T-shaped-stiffener

Published:2020-08 Issue: Volume:171 Page:106163
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Wang Meng,Zhang Xiaokang,Yang Lu,Yang Weiguo

Funder

National Key R&D Program of China

National Natural Science Foundation

Beijing Natural Science Foundation

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference43 articles.

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2. Plastic analysis of steel plate shear walls;Berman;Journal of Structural Engineering ASCE,2003

3. AISC Design Guide 20 - Steel Plate Shear Walls;Sabelli,2006

4. Framed steel plate wall behavior under cyclic lateral loading;Park;Journal of Structural Engineering ASCE,2007

5. The inelastic cyclic response of steel plate shear wall web plates and their interaction with the vertical boundary members. Ph.D. thesis;Webster,2013

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