Buckling behaviour of prestressed steel stayed columns with imperfections and stress limitation

Engineering Structures

Volumn 31, Issue 1, 2009, Pages 1-15

  Saito, Daisuke ^a   Wadee, M Ahmer ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

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

Indexed keywords

COLUMNS (STRUCTURAL); FINITE ELEMENT METHOD; STEEL; STRUCTURAL DESIGN;

ANALYTICAL MODELLING; BUCKLING BEHAVIOURS; CRITICAL BUCKLING LOADS; CRITICAL LOADS; GEOMETRICAL IMPERFECTIONS; GEOMETRICALLY NONLINEAR; LINEAR ANALYSES; MATERIAL FAILURES; MAXIMUM LOAD CAPACITIES; NONLINEAR BUCKLING; PRE STRESSES; PRESTRESS LEVELS; PRESTRESSED; PRESTRESSED STEELS; RAYLEIGH; RAYLEIGH-RITZ METHOD; RITZ METHODS; STAYED COLUMNS; STEEL COLUMNS;

BUCKLING;

BUCKLING; COLUMN; FINITE ELEMENT METHOD; GEOMETRY; STEEL STRUCTURE; STRESS ANALYSIS;

EID: 56649085198     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.07.006     Document Type: Article

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