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
3
Author(s)
Document Type
Article
Year published
2002
Published
in Journal of Constructional Steel Research, ISSN: 0143-974X
Volume: 59, Issue: 2, Pages: 179-199
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Publication Identifiers
SCOPUS: 2-s2.0-0036487759
Source Identifiers
ISSN: 0143-974X
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