Experimental research on the seismic behavior of CSPSWs connected to frame beams

Author:

Guo Lanhui,Ma Xinbo,Li Ran,Zhang Sumei

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Astaneh-Asl A (2002), “Seismic Behavior and Design of Composite Steel Plate Shear Walls,” Steel Tips Report, Structural Steel Educational Council, USA.

2. Driver RG, Kulak GL, Kennedy DJ L and Elwi AE (1997), “Seismic Behavior of Steel Plate Shear Walls,” Structural Engineering Report 215, University of Alberta, Department of Civil and Environmental Engineering, February 1997.

3. Elgaaly M, Caccese V and Martin DK (1993), “Experimental Investigation of the Behavior of Bolted Thin Steel Plate Shear Walls,” Engineering Report, Civil Engineering Department, University of Maine, Orono, Maine

4. Guan N (2008), “Experimental Research and Theoretical Analysis on Behavior of Two-side Connected Steelconcrete Composite Shear Walls,” Dissertation for the Master’s Degree in Engineering, Harbin Institute of Technology, Harbin, China.

5. Guo YL, Dong QL and Zhou M (2009), “Tests and Analysis on Hysteretic Behavior of Buckling-restrained Steel Plate Shear Wall, Journal of Building Structures, 30(1): 31–39.

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