Please use this identifier to cite or link to this item:
https://hdl.handle.net/10316/3948
Title: | Numerical study of a steel sub-frame in fire | Authors: | Santiago, Aldina Silva, Luís Simões da Real, Paulo Vila Veljkovic, Milan |
Keywords: | Fire behaviour; Natural fire; Numerical modelling; Steel structures; Connections; Local and distortional buckling | Issue Date: | 2008 | Citation: | Computers & Structures. 86:15-16 (2008) 1619-1632 | Abstract: | Steel-framed buildings are generally designed with "simple" shear-resisting connections, and lateral forces are resisted by vertical bracing and shear walls. When a beam is considered then the effects of the longitudinal restraints by the adjacent structure and the rotational restraint by the connections has to be taken into account. Because of structural interaction, the beam behaviour at elevated temperature is rather complex. | URI: | https://hdl.handle.net/10316/3948 | DOI: | 10.1016/j.compstruc.2008.01.006 | Rights: | openAccess |
Appears in Collections: | FCTUC Eng.Civil - Artigos em Revistas Internacionais |
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filed87f4ad362e54bca82b63d89cbf64a5f.pdf | 1.72 MB | Adobe PDF | View/Open |
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