Investigating the Behavior of Steel Flush Endplate Connections at Elevated Temperatures Using FEM and ANN
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s13296-022-00650-x.pdf
Reference34 articles.
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2. Al-Jabri, K. S. (2011). Modelling and simulation of beam-to-column joints at elevated temperature: A review. Journal of the Franklin Institute, 348, 1695–1716. https://doi.org/10.1016/j.jfranklin.2010.09.002
3. Al-Jabri, K. S., Davison, J. B., & Burgess, I. W. (2008). Performance of beam-to-column joints in fire—a review. Fire Safety Journal, 43, 50–62. https://doi.org/10.1016/j.firesaf.2007.01.002
4. Al-Jabri, K. S., Seibi, A., & Karrech, A. (2006). Modelling of unstiffened flush end-plate bolted connections in fire. Journal of Constructional Steel Research, 62, 151–159. https://doi.org/10.1016/j.jcsr.2005.04.016
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