Digital Library of Zielona Góra contains 9 272 digital objects
Object
Title: A Study on the Significance of the Design Parameters of Steel Plate Shear Walls Subjected to Monotonic Loading
Creator:
Honarmand, Saeed ; Homami, Peyman ; Gharehbaghi, Vahidreza ; Noroozinejad Farsangi, Ehsan
Date:
Resource Type:
Contributor:
Group publication title:
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.
Description:
tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska
Publisher:
Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
Format:
Resource Identifier:
DOI:
Pages:
Source:
Civil and Environmental Engineering Reports (CEER), no 30, vol. 4
Language:
License CC BY-NC-ND 3.0:
Rights:
Biblioteka Uniwersytetu Zielonogórskiego
Object collections:
- Repository > Faculties > Construction department, Architecture and Environmental Engineering
- Repository > Types of work > Articles
- Repository > Scientific journals and UZ publishing series > Civil and Environmental Engineering Reports (CEER) > Civil and Environmental Engineering Reports (CEER) (2020)
Last modified:
Jul 6, 2023
In our library since:
Mar 24, 2023
Number of object content hits:
202
All available object's versions:
https://zbc.uz.zgora.pl/repozytorium/publication/79681
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| Edition name | Date |
|---|---|
| A Study on the Significance of the Design Parameters of Steel Plate Shear Walls Subjected to Monotonic Loading | Jul 6, 2023 |
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