Post-fire Seismic Performance of Low-Yielding-Steel Plate Shear Wall Systems
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00856-y.pdf
Reference39 articles.
1. Safari P, Broujerdian V (2020), Strategies to increase the survivability of steel connections in fire. In: Structures (Vol. 28, pp. 2335–2354). Elsevier. https://doi.org/10.1016/j.istruc.2020.10.033
2. Mohammadi Dehcheshmeh E, Rashed P, Broujerdian V, Shakouri A, Aslani F (2023) Predicting seismic collapse safety of post-fire steel moment frames. Buildings 13:1091. https://doi.org/10.3390/buildings13041091
3. Ni S, Yan X, Hoehler M, Gernay T (2021) Finite element analysis of the lateral capacity of cold-formed steel shear walls after fire exposure. In: Proceedings of the 12th Asia-Oceania Symposium on Fire Science and Technology, Brisbane. https://doi.org/10.14264/0825e72
4. Zhang B, Yu J, Chen W, Wang H, Xu J (2020) Stress states and shear failure mechanisms of girders with corrugated steel webs. Thin Walled Struct 157:106858. https://doi.org/10.1016/j.tws.2020.106858
5. Glassman JD, Boyce V, Garlock MEM (2019) Effectiveness of stiffeners on steel plate shear buckling at ambient and elevated temperatures. Eng Struct 181:491–502. https://doi.org/10.1016/j.engstruct.2018.12.012
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