Behaviour of steel beam to concrete-filled SHS column frames: Finite element model and verifications

Engineering Structures

Volumn 30, Issue 6, 2008, Pages 1647-1658

  Han, Lin Hai ^a,b   Wang, Wen Da ^a,c   Zhao, Xiao Ling ^b  

^a TSINGHUA UNIVERSITY   (China)

^b MONASH UNIVERSITY   (Australia)

^c LANZHOU UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Beam; Composite frame; Concrete; Concrete filled steel tubular (CFST) column; Confinement; Ductility; Energy dissipation; Finite element model (FEM); Mechanical behaviour

Indexed keywords

ABAQUS; AXIAL LOADS; COLUMNS (STRUCTURAL); COMPOSITE STRUCTURES; CYCLIC LOADS; DUCTILITY; ELASTOPLASTICITY; FINITE ELEMENT METHOD; STRUCTURAL FRAMES;

COMPOSITE FRAME; CONCRETE-FILLED STEEL TUBULAR COLUMN; SQUARE HOLLOW SECTION;

STEEL BEAMS AND GIRDERS;

ABAQUS; AXIAL LOADS; COLUMNS (STRUCTURAL); COMPOSITE STRUCTURES; CYCLIC LOADS; DUCTILITY; ELASTOPLASTICITY; FINITE ELEMENT METHOD; STEEL BEAMS AND GIRDERS; STRUCTURAL FRAMES;

COLUMN; COMPOSITE; CONCRETE; DUCTILITY; ELASTOPLASTICITY; ENERGY DISSIPATION; FINITE ELEMENT METHOD; MECHANICAL PROPERTY; STEEL;

EID: 43249127094     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.10.018     Document Type: Article

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