Post-buckling behaviour of prestressed steel stayed columns

Engineering Structures

Volumn 30, Issue 5, 2008, Pages 1224-1239

  Saito, Daisuke ^a   Wadee, M Ahmer ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Analytical modelling; Cable supported structure; Nonlinear buckling; Rayleigh Ritz method

Indexed keywords

AXIAL COMPRESSION; BUCKLING; COLUMNS (STRUCTURAL); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STEEL STRUCTURES;

CABLE-SUPPORTED STRUCTURE; POST-BUCKLING; RAYLEIGH-RITZ METHOD; STEEL COLUMN;

STRUCTURAL DESIGN;

AXIAL COMPRESSION; BUCKLING; COLUMNS (STRUCTURAL); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STEEL STRUCTURES; STRUCTURAL DESIGN;

BUCKLING; COLUMN; COMPRESSIVE STRENGTH; GEOMETRY; NUMERICAL MODEL; STABILITY ANALYSIS; STEEL STRUCTURE; STRESS ANALYSIS; STRUCTURAL RESPONSE;

EID: 41549126284     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.07.012     Document Type: Article

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