Performance-based analysis of concrete-filled steel tubular beam-columns, Part I: Theory and algorithms

Journal of Constructional Steel Research

Volumn 65, Issue 2, 2009, Pages 363-372

  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; POWDERS; STEEL; STEEL METALLOGRAPHY; STRAIN HARDENING; THEOREM PROVING; THIN WALLED STRUCTURES; TUBES (COMPONENTS); TUBULAR STEEL STRUCTURES;

ANALYSIS ALGORITHMS; BEAM-COLUMNS; BIAXIAL BENDING; BIAXIAL LOADS; COMPOSITE COLUMNS; CONCRETE-FILLED STEEL TUBULAR; CONFINED CONCRETES; CURVATURE DUCTILITIES; EQUILIBRIUM CONDITIONS; FIBER ELEMENTS; GEOMETRIC IMPERFECTIONS; INTERACTION DIAGRAMS; LOCAL BUCKLING; MOMENT STRENGTHS; NEUTRAL AXIS; NORMAL STRESSES; PERFORMANCE INDICES; PERFORMANCE-BASED ANALYSIS; STEEL TUBES; STRAIN CURVES; STRENGTH GRADES; THIN-WALLED; VERIFICATION AND APPLICATIONS;

METAL ANALYSIS;

EID: 56949086172     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.03.007     Document Type: Article

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