A Study on the Significance of the Design Parameters of Steel Plate Shear Walls Subjected to Monotonic Loading
| Author(s): |
Saeed Honarmand
(Kharazmi University , Tehran , Iran)
Peyman Homami (Kharazmi University , Tehran , Iran) Vahidreza Gharehbaghi (Kharazmi University , Tehran , Iran) Ehsan Noroozinejad Farsangi (Graduate University of Advanced Technology , Kerman , Iran) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Civil and Environmental Engineering Reports, December 2020, n. 4, v. 30 |
| Page(s): | 142-154 |
| DOI: | 10.2478/ceer-2020-0056 |
| 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. |
| License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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data sheet - Reference-ID
10705116 - Published on:
19/02/2023 - Last updated on:
10/05/2023
