Numerical studies of interactive buckling in prestressed steel stayed columns

Engineering Structures

Volumn 31, Issue 2, 2009, Pages 432-443

  Saito, Daisuke ^a   Wadee, M Ahmer ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Cable supported structure; Finite element modelling; Interactive buckling; Nonlinear buckling; Prestressing

Indexed keywords

CABLES; FINITE ELEMENT METHOD; NUMERICAL ANALYSIS; PRESTRESSING; STEEL; STRUCTURAL PANELS;

BUCKLING BEHAVIOURS; BUCKLING RESPONSES; CRITICAL BUCKLING LOADS; FINITE ELEMENT MODELLING; HIGHER MODES; INTERACTIVE BUCKLING; MAXIMUM LOAD CAPACITIES; NONLINEAR BUCKLING; NONLINEAR FINITE ELEMENT ANALYSES; NUMERICAL STUDIES; PRESTRESSED; PRESTRESSED STEELS; STAYED COLUMNS; STEEL COLUMNS; WORST CASES;

BUCKLING;

BUCKLING; COLUMN; COMPRESSION; FINITE ELEMENT METHOD; LOADING; NUMERICAL MODEL; REINFORCEMENT; STEEL STRUCTURE; STRENGTH; STRESS; STRUCTURAL RESPONSE;

EID: 57749202260     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.09.008     Document Type: Article

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