Experimental study on cyclic pure shear behaviour of hat-section cold-formed steel member buckling-restrained steel plate shear walls without effect of frame-Reference-Cited by-同舟云学术

Experimental study on cyclic pure shear behaviour of hat-section cold-formed steel member buckling-restrained steel plate shear walls without effect of frame

Published:2019-12 Issue: Volume:201 Page:109799
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Yu-Hang,Gu Chao-Wei,Tang Qi,Shi Yu,Xu Lei,Tan Ji-Ke,Luo Wei

Funder

National Science Fund of China

Project of Chongqing science and technology Bureau

Fundamental Research Funds for the Central Universities

Chongqing University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference15 articles.

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2. Seismic behaviour of code designed steel plate shear walls;Jeffrey;Eng Struct,2011

3. Analysis of steel plate shear walls;Thorburn,1983

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

5. Analytical investigation of thin steel plate shear walls with screwed infill plate;Vatansever;Steel Compos Struct,2015

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