Generic nonlinear modelling of restrained steel beams at elevated temperatures

Engineering Structures

Volumn 31, Issue 11, 2009, Pages 2787-2796

  Heidarpour, A ^a   Bradford, M A ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Catenary action; Elevated temperature; Large displacement; Nonlinear; Steel beams

Indexed keywords

CATENARY ACTION; ELEVATED TEMPERATURE; LARGE DISPLACEMENT; NONLINEAR; STEEL BEAMS;

DIFFERENTIAL EQUATIONS; PLASTIC PARTS; RECONSTRUCTION (STRUCTURAL); STEEL BEAMS AND GIRDERS; STRUCTURAL DESIGN; THERMOANALYSIS;

STEEL;

DESIGN; DISPLACEMENT; EMPIRICAL ANALYSIS; FINITE ELEMENT METHOD; HIGH TEMPERATURE; LOADING; NUMERICAL MODEL; STEEL STRUCTURE; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL COMPONENT; TEMPERATURE GRADIENT;

EID: 70349762492     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.07.006     Document Type: Article

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