Effect of detailing on performance of steel T-connection under fire loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s41024-021-00147-w.pdf
Reference25 articles.
1. Sadeghi A, Kazemi H, Samadi M (2021) Probabilistic seismic analysis of steel moment-resisting frame structure including a damaged column. Structures 33:187–200. https://doi.org/10.1016/j.istruc.2021.03.065
2. Sadeghi A, Kazemi H, Samadi M (2021) Single and multi-objective optimization of steel moment-resisting frame buildings under vehicle impact using evolutionary algorithms. J Build Rehabil. https://doi.org/10.1007/s41024-021-00117-2
3. Sadeghi A, Kazemi H, Samadi M (2021) Reliability and reliability-based sensitivity analyses of steel moment-resisting frame structure subjected to extreme actions. Fratt Integ Strut 15(57):138–159. https://doi.org/10.3221/IGF-ESIS.57.12
4. Zhua MC, Guo-Qiang L (2017) Behavior of beam-to-column welded connections in steel structures after fire. Proc Eng 210:551–556
5. CEN (2005) Eurocode 3: design of steel structures, Part 1.2: general rules – structural fire design, european committee for standardization
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1. Fragility analysis of steel moment-resisting frames subjected to impact actions;Journal of Building Pathology and Rehabilitation;2022-02-11
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