Failure of lightly reinforced concrete members under fire. II: Parametric studies and design considerations

Journal of Structural Engineering

Volumn 130, Issue 1, 2004, Pages 18-31

  Elghazouli, A Y ^a   Izzuddin, B A ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Concrete, reinforced; Failures; Fires; Structural members

Indexed keywords

APPROXIMATION THEORY; ELASTICITY; FAILURE ANALYSIS; FIRE RESISTANCE; MATHEMATICAL MODELS; REINFORCED CONCRETE; STEEL STRUCTURES; STRAIN RATE; STRUCTURAL DESIGN; TENSILE STRENGTH;

FAILURES; FLOOR SLABS; REINFORCED; STEEL DECKS;

STRUCTURAL MEMBERS;

EID: 4544280509     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:1(18)     Document Type: Article

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