Experimental and Theoretical Study on Catenary Mechanism of Steel Frame Beam Subject to Fire
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Safety, Risk, Reliability and Quality,General Materials Science,Building and Construction
Link
https://link.springer.com/content/pdf/10.1007/s10694-023-01480-x.pdf
Reference17 articles.
1. Ali HM, Senseny PE, Alpert RL (2004) Lateral displacement and collapse of single-story steel frames in uncontrolled fires. Eng Struct 26:593–607
2. Dwaikat M, Kodur V (2010) Effect of location of restraint on fire response of steel beams. Fire Technol 46:109–128
3. Dwaikat M, Kodur V, Asce F (2011) Engineering approach for predicting fire response of restrained steel beams. J Eng Mech 137(7):447–461
4. EN 1993-1-2 (2005) Eurocode3: design of steel structures, Part 1.2: General rules-structural fire design. European Committee for Standardization (CEN), Brussels
5. EN 1993-1-8 (2005) Eurocode3: design of steel structures, Part 1.8: design of joints. European Committee for Standardization (CEN), Brussels
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