Interaction Formula for Reinforced Concrete Columns in Fire Conditions

ACI Structural Journal

Volumn 101, Issue 1, 2004, Pages 19-28

  Tan, K H ^a   Tang, C Y ^b  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

^b Stanford University   (United States)

Author keywords

Buckling; Fire resistance; Reinforced concrete; Slenderness ratio; Temperature

Indexed keywords

FIRE CONDITIONS; SLENDERNESS RATIO;

BUCKLING; ELASTICITY; FIRE PROTECTION; FIRE RESISTANCE; RANKINE CYCLE; REINFORCED CONCRETE; STRENGTH OF MATERIALS; STRUCTURAL FRAMES; STRUCTURAL LOADS; TEMPERATURE DISTRIBUTION; THERMAL EFFECTS;

COLUMNS (STRUCTURAL);

EID: 1642332432     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (23)

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