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Hysteresis finite element model for evaluation of cyclic behavior and performance of steel plate shear walls (SPSWs)

  • Published:2021-02 Issue: Volume:29 Page:30-47
  • ISSN:2352-0124
  • Container-title:Structures
  • language:en
  • Short-container-title:Structures

Author:

Gorji Azandariani Mojtaba,Gholhaki Majid,Kafi Mohammad AliORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference50 articles.

1. Seismic Behavior and Design of Steel Shear Walls;Astaneh-Asl,2001

2. Timler PA, Kulak GL. Experimental Study of Steel Plate Shear Walls. Structural Engineering Report, Rep. No. 114: 1983.

3. Tromposch EW, Kulak GL. Cyclic and static behavior of thin panel steel plate shear walls. Structural Engineering Report, Rep. No. 145: 1987.

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

5. Hysteretic characteristics of unstiffened perforated steel plate shear panels;Roberts;Thin-Walled Struct,1992

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