Affiliation:
1. Kharazmi University , Tehran , Iran
2. Graduate University of Advanced Technology , Kerman , Iran
Abstract
Abstract
Steel plate shear walls (SPSWs) as a resistant system against lateral loads have a high potential for earthquake energy dissipation. Due to the uncertainties of loading, construction, and installation of SPSWs, it is vital to investigate the importance of each component and achieve higher accuracy in design and the implementation of these members. In this paper, a sensitivity analysis is carried out to determine the significance of important uncertainties. The results denoted that the most important parameters affecting the loading capacity of the SPSWs are height, thickness, length, Young’s modulus of the wall material, flange, and web thickness of the column, respectively.
Reference22 articles.
1. 1. ZerrinKorrkmaz, S 2020. An Analytical Study About the Use of Steel Plate Shear Walls to Improve Lateral Rigidity of Reinforced Concrete Framed Structures, Latin American Journal of Solids and Structures 17(7). Brazilian Association of Computational Mechanics.
2. 2. Gorji, MS and Cheng, J 2015. Improving Overturning Stiffness of Steel Plate Shear Walls. in Structures Congress 2015.ASCE.
3. 3. Ghosh, S and Kharmale, SB 2010. Research on steel plate shear wall: past, present and future. Structural steel and castings: shapes and standards, properties and applications. Nova Science Publishers Inc., Hauppauge, USA.
4. 4. Qureshi, RK and Bruneau, M 2019. Behavior of Steel Plate Shear Walls Subjected to Repeated Synthetic Ground Motions. Journal of Structural Engineering. 145(4) ASCE.
5. 5. Guo, H.-C., Hao, J.-P and Liu, Y-H 2015. Behavior of stiffened and unstiffened steel plate shear walls considering joint properties. Thin-Walled Structures. 97, 53-62.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献