Numerical Evaluation on the Steel Plate Shear Wall Design Parameters for Improved Cyclic Behavior

Author:

Gürbüz Muhammed,Kazaz İlkerORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference35 articles.

1. AISC. (2005). ANSI/AISC 341-05. Seismic provisions for structural steel buildings.

2. AISC. (2016). Seismic provisions for structural steel buildings. ANSI/AISC 341, 16.

3. ANSYS. (2011). ANSYS Mechanical APDL. © ANSYS, Inc., August, www.ansys.com

4. Azandariani, M.G., Gholhaki, M., Kafi, M.A. (2020) Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading. Engineering Structures, 203, 109866. https://doi.org/10.1016/j.engstruct.2019.109866

5. Behbahanifard, M. R. (2003). Cyclic behavior of unstiffened steel plate shear walls. Doctoral Dissertation, University of Alberta.

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