Cyclic loading behavior of novel internally stiffened double steel plate shear wall
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference51 articles.
1. Parametric analysis on elastic buckling performance of low yield point steel plate shear wall with two-side connections;Fan;International Journal of Steel Structures,2020
2. Categorization and performance of steel plate shear wall;Guo;Journal of Architecture and Civil Engineering,2009
3. Seismic design optimization of multi–storey steel–concrete composite buildings;Papavasileiou;Comput. Struct.,2016
4. Hysteresis behavior of bottom-story self-centering shear wall with steel brace-assembled bottom;Xu;J. Constr. Steel Res.,2021
5. Seismic performance of discontinuous cover-plate connection for prefabricated steel plate shear wall;Zhang;J. Constr. Steel Res.,2019
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1. Seismic analysis of behavior and damage of multi-ribbed steel-plate shear walls;Journal of Constructional Steel Research;2024-11
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