Recent Studies on Steel Plate Shear Wall Systems
Zirakian T* and Boyajian D
Department of Civil Engineering and Construction Management, California State University, Northridge, CA, USA
- *Corresponding Author:
- Tadeh Zirakian
Department of Civil Engineering and Construction Management
California State University, Northridge, CA, USA
E-mail: [email protected]
Received Date: January 11, 2016; Accepted Date: January 13, 2016; Published Date: January 20, 2016
Citation: Zirakian T, Boyajian D (2016) Recent Studies on Steel Plate Shear Wall Systems. J Steel Struct Constr 2:e104. doi:10.4172/2472-0437.1000e104
Copyright: © 2016 Zirakian T, et al. This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Steel plate shear walls (SPSWs) have been used as the primary or part of the primary lateral force-resisting system in design and retrofit of buildings. Development and use of low yield point (LYP) steel with considerably low yield stress and high elongation capacity nowadays provides the possibility to design SPSW systems with improved serviceability, structural performance, and enhanced energy absorption characteristics. This paper provides a review of recent studies performed by the first author on the seismic design and retrofit of SPSW systems using LYP steel material. The results and findings of these studies form the groundwork for future research in the design and detailing of cost-effective high-performing SPSW systems.