Experimental study on the cyclic behavior of perforated CFRP strengthened steel shear walls-Reference-Cited by-同舟云学术

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Experimental study on the cyclic behavior of perforated CFRP strengthened steel shear walls

Published:2016-05 Issue:3 Volume:16 Page:365-379
ISSN:1644-9665
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archives of Civil and Mechanical Engineering

Author:

Sahebjam Ali,Showkati Hossein

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference26 articles.

1. Analysis of Steel Plate Shear Walls;Thorburn,1983

2. Experimental Study of Steel Plate Shear Walls;Timler,1983

3. Cyclic and Static Behavior of Thin Panel Steel Plate Shear Walls;Tromposch,1987

4. Hysteretic characteristics of unstiffened plate shear panels;Roberts;Thin-Walled Structures,1991

5. Experimental investigation of light-gauge steel plate shear walls under cyclic load;Caccese;Journal of Structural Engineering, ASCE,1993

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