Numerical study of a steel sub-frame in fire

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...

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Bibliographic Details
Main Author: Santiago, Aldina (author)
Other Authors: Silva, Luís Simões da (author), Real, Paulo Vila (author), Veljkovic, Milan (author)
Format: article
Language:eng
Published: 2008
Subjects:
Fire behaviour
Natural fire
Numerical modelling
Steel structures
Connections
Local and distortional buckling
Online Access:http://hdl.handle.net/10316/3948
Country:Portugal
Oai:oai:estudogeral.sib.uc.pt:10316/3948

Internet

http://hdl.handle.net/10316/3948

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