A New Proposal of a Simple Model for the Lateral-Torsional Buckling of Unrestrained Steel I-Beams in Case of Fire: Experimental and Numerical Validation

AuthID
P-00F-GY5
Tipo de Documento
Article
Year published
2002
Publicado
in Journal of Constructional Steel Research, ISSN: 0143-974X
Volume: 59, Número: 2, Páginas: 179-199
Indexing
Publication Identifiers
SCOPUS: 2-s2.0-0036487759
Source Identifiers
ISSN: 0143-974X
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