Response of Beam-Column Rigid Frame Exposed to Localised Fire
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9625-4_54
Reference13 articles.
1. Naser MZ, Kodur V (2020) Effect of temperature-induced moment-shear interaction on fire resistance of steel beams. Int J Steel Struct 20(5):1540–1551. https://doi.org/10.1007/s13296-020-00388-4
2. Zhang C et al (2018) Simulating the fire-thermal-structural behavior in a localised fire test on a bare steel beam. Eng Struct 163(January):61–70. https://doi.org/10.1016/j.engstruct.2018.02.036
3. Ramesh S, Choe L, Zhang C (2020) Experimental investigation of structural steel beams subjected to localised fire. Eng Struct 218(May):110844. https://doi.org/10.1016/j.engstruct.2020.110844
4. Yan X, Gernay T (2021) Numerical modeling of localised fire exposures on structures using FDS-FEM and simple models. Eng Struct 246(August):112997. https://doi.org/10.1016/j.engstruct.2021.112997
5. Khan AA et al (2022) Model characterisation of localised burning impact from localised fire tests to travelling fire scenarios. J Build Eng 54(February):104601. https://doi.org/10.1016/j.jobe.2022.104601
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