Steel Plate Shear Walls with Considering the Gravity Load by a Three-Segment Distribution

Author:

Lv Yang

Publisher

Springer Nature Singapore

Reference47 articles.

1. Thorburn LJ, Kulak GL, Montgomery CJ (1983) Analysis of steel plate shear walls. Report no. 107. Department of Civil Engineering, University of Alberta, Edmonton

2. Driver RG, KulakG L, Kennedy DJL, Elwi AE (1998) Cyclic test of a four-story steel plate shear wall. J Struct Eng-ASCE 124(2):112–120

3. Behbahanifard MR (2003) Cyclic behavior of unstiffened steel plate shear walls. Ph.D. dissertation. Department of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada

4. Moghimi H, Driver RG (2013) Economical steel plate shear walls for low-seismic regions. J Struct Eng-ASCE 139(3):379–388

5. Qu B, Bruneau M, Lin CH, Tsai KC (2008) Testing of full-scale two-story steel plate shear wall with reduced beam section connections and composite floors. J Struct Eng-ASCE 134(3):364–373

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