Performance-based analysis of concrete-filled steel tubular beam-columns, Part II: Verification and applications

Journal of Constructional Steel Research

Volumn 65, Issue 2, 2009, Pages 351-362

  Liang, Qing Quan ^a,b  

^a VICTORIA UNIVERSITY   (Australia)

^b UNIVERSITY OF SOUTHERN QUEENSLAND   (Australia)

Author keywords

Biaxial bending; Composite columns; Ductility; Local buckling; Nonlinear analysis; Performance based analysis

Indexed keywords

ARCH BRIDGES; AXIAL LOADS; BEAMS AND GIRDERS; BENDING (DEFORMATION); BUCKLING; COLUMNS (STRUCTURAL); CONCRETE CONSTRUCTION; DUCTILITY; NONLINEAR ANALYSIS; PACKET NETWORKS; STEEL; STRENGTH OF MATERIALS; THIN WALLED STRUCTURES;

ADVANCED ANALYSIS; AXIAL LOAD LEVELS; BEAM-COLUMNS; BIAXIAL BENDING; CFST COLUMNS; COMPOSITE COLUMNS; CONCRETE COMPRESSIVE STRENGTHS; CONCRETE-FILLED STEEL TUBULAR; CURVATURE DUCTILITIES; EXPERIMENTAL DATUMS; LOCAL BUCKLING; PERFORMANCE INDICES; PERFORMANCE-BASED ANALYSIS; STEEL PLATES; STEEL YIELDS; STRAIN CURVES; THICKNESS RATIOS; THIN-WALLED; VERIFICATION AND APPLICATIONS;

METAL ANALYSIS;

EID: 56949084900     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.03.003     Document Type: Article

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