A simple approach for modeling fire-resistance of steel columns with locally damaged fire protection

Engineering Structures

Volumn 31, Issue 3, 2009, Pages 617-622

  Li, Guo Qiang ^a,b   Wang, Wei Yong ^c   Chen, Su Wen ^a  

^a TONGJI UNIVERSITY   (China)

^b Tongji University   (China)

^c CHONGQING UNIVERSITY   (China)

Author keywords

Critical temperature; Fire protection damage; Fire resistance; Load bearing capacity; Simple approach; Steel column

Indexed keywords

BEARING CAPACITY; BEARINGS (STRUCTURAL); COLUMNS (STRUCTURAL); FIRE EXTINGUISHERS; FIRE RESISTANCE; FIREPROOFING; FIRES; SAFETY FACTOR; STEEL; STEEL CONSTRUCTION; WELDS;

CRITICAL TEMPERATURE; FIRE PROTECTION DAMAGE; LOAD BEARING CAPACITY; SIMPLE APPROACH; STEEL COLUMN;

FIRE PROTECTION;

BEARING CAPACITY; FIRE; LOADING; MODELING; STEEL STRUCTURE; STIFFNESS; TEMPERATURE EFFECT;

EID: 58749100126     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.11.004     Document Type: Article

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