Concrete-filled double skin steel tubular (CFDST) beam-columns subjected to cyclic bending

Engineering Structures

Volumn 28, Issue 12, 2006, Pages 1698-1714

  Han, Lin Hai ^a,b   Huang, Hong ^c   Tao, Zhong ^c   Zhao, Xiao Ling ^d  

^a TSINGHUA UNIVERSITY   (China)

^b BEIJING UNIVERSITY OF POSTS AND TELECOMMUNICATIONS   (China)

^c FUZHOU UNIVERSITY   (China)

^d MONASH UNIVERSITY   (Australia)

Author keywords

Composite beam columns; Concrete; Cyclic load; Double skin; Ductility; Hollow sections; Mechanics model; Seismic design; Strength

Indexed keywords

COMPOSITE BEAMS AND GIRDERS; CYCLIC LOADS; MATHEMATICAL MODELS; SEISMOLOGY; STRUCTURAL DESIGN;

COMPOSITE BEAM-COLUMNS; CONCRETE-FILLED DOUBLE SKIN STEEL TUBULAR (CFDST); FLEXURAL LOADING; HOLLOW SECTIONS; MECHANICS MODEL; SEISMIC DESIGN;

COLUMNS (STRUCTURAL);

COLUMNS (STRUCTURAL); COMPOSITE BEAMS AND GIRDERS; CYCLIC LOADS; MATHEMATICAL MODELS; SEISMOLOGY; STRUCTURAL DESIGN;

BENDING; CONCRETE STRUCTURE; CYCLIC LOADING; DAMPING; DUCTILITY; NUMERICAL MODEL; SEISMIC DESIGN; SEISMIC RESPONSE; STEEL STRUCTURE; STIFFNESS; STRENGTH; STRUCTURAL ANALYSIS;

EID: 33746620968     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.03.004     Document Type: Article

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