Finite element analyses of cold-formed steel columns subject to distortional buckling under simulated fire conditions

Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2006

Volumn , Issue , 2006, Pages 747-754

  Ranawaka, Thanuja ^a   Mahendran, Mahen ^a  

^a QUEENSLAND UNIVERSITY OF TECHNOLOGY   (Australia)

Author keywords

Cold formed steel structures; Distortional buckling; Elevated temperatures

Indexed keywords

BUCKLING MODE; COLD FORMED STEEL SECTION; COLD-FORMED STEEL; COLD-FORMED STEEL STRUCTURES; DESIGN METHOD; DISTORTIONAL BUCKLING; ELASTIC BUCKLING; ELEVATED TEMPERATURE; FINITE ELEMENT MODELS; FIRE CONDITION; LIGHT GAUGE COLD-FORMED STEEL MEMBERS; LIGHT GAUGES; PRIMARY LOADS; SIMULATED FIRE; STRUCTURAL COMPONENT; VARYING TEMPERATURE;

DUCTILITY; FINITE ELEMENT METHOD; GAGES; STEEL STRUCTURES; STUDS (STRUCTURAL MEMBERS);

BUCKLING;

EID: 84872653268     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

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