Fire Resistance Numerical Simulation of Extended End-Plate Steel Connection Joints with Different Strengthening Strategies under Fire
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-0617-0.pdf
Reference18 articles.
1. Abidelah A, Bouchaïr A, Kerdal DE (2012) Experimental and analytical behavior of bolted end-plate connections with or without stiffeners. Journal of Constructional Steel Research 76:13–27, DOI: https://doi.org/10.1016/j.jcsr.2012.04.004
2. CECS200–2006 (2006) Technical code for fire safety of steel structure in buildings. CECS200-2006, China Plan Press, Beijing, China (in Chinese)
3. Chen XS, Shi G (2018) Experimental study of end-plate joints with box columns. Journal of Constructional Steel Research 143:307–319, DOI: https://doi.org/10.1016/j.jcsr.2017.12.029
4. Chen L, Wang YC (2012) Methods of improving survivability of steel beam/column connections in fire. Journal of Constructional Steel Research 79:127–139, DOI: https://doi.org/10.1016/j.jcsr.2012.07.025
5. Gao YQ, Yu HX, Shi G (2013) Resistance of flush endplate connections under tension and shear in fire. Journal of Constructional Steel Research 86:195–205, DOI: https://doi.org/10.1016/j.jcsr.2013.03.015
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Numerical Study on High Strength Q690 Steel Flush End-Plate Connections at Elevated Temperatures;Fire Technology;2024-03-23
2. Modern Methods for Modelling Bolted Joints at the Assembly Stage – A Systematic Review;Engineering World;2023-09-27
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