Fire-resistance study of restrained steel columns with partial damage to fire protection

Fire Safety Journal

Volumn 44, Issue 8, 2009, Pages 1088-1094

  Wang, Wei Yong ^a   Li, Guo Qiang ^b,c  

^a CHONGQING UNIVERSITY   (China)

^b TONGJI UNIVERSITY   (China)

^c Tongji University   (China)

Author keywords

Critical temperature; Fire protection; Fire resistance; Load bearing capacity; Steel column

Indexed keywords

BEARING CAPACITY; DIFFERENTIAL EQUATIONS; FIRE EXTINGUISHERS; FIRE PROTECTION; LOADS (FORCES); STEEL CONSTRUCTION; TEMPERATURE;

AXIALLY RESTRAINED STEEL COLUMNS; CRITICAL TEMPERATURES; ELEVATED TEMPERATURE; EQUATIONS OF EQUILIBRIA; FAILURE CRITERIA; INITIAL FLEXURE; LOAD-BEARING CAPACITY; NUMERICAL APPLICATIONS; STEEL COLUMN; ULTIMATE LOAD-BEARING CAPACITY;

FIRE RESISTANCE;

EID: 70349787375     PISSN: 03797112     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.firesaf.2009.08.002     Document Type: Article

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