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Mechanical analysis of a portal steel frame when subjected to a post-earthquake fire
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Orientador(es)
Resumo(s)
Fire or earthquake pose a significant threat to the human life, and can cause an enormous damage to the structures, moreover the dual effect of a Post-Earthquake Fire (PEF) is a major hassle to designers and rescuers alike. The experiments carried out by Petrina (2016) [1]; show that post-earthquake fire produces serious damage to the structural elements after their load resistance has been altered by a seismic action. Extensive research to study the behaviour of unprotected and protected steel structures [2-3] has been done, and yet there is still a great need for the understanding of the behaviour of structures damaged by earthquakes and exposed to fire.
Descrição
Palavras-chave
RPA99v2003 Post earthquake fire Nonlinear analysis Fire resistance ISO834
Contexto Educativo
Citação
Merouani, Mohammed Redha; Lamri, Belkacem; Kada, Abdelhak; Piloto, P.A.G. (2019). Mechanical analysis of a portal steel frame when subjected to a post-earthquake fire. In 5th IBERIAN-LATIN-AMERICAN CONGRESS ON FIRE SAFETY – CILASCI 5. Porto
Editora
ALBRASCI (Luso Brazilian Association for Fire Safety)