Analytical behavior of frames with steel beams to concrete-filled steel tubular column

Journal of Constructional Steel Research

Volumn 65, Issue 3, 2009, Pages 497-508

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

^a LANZHOU UNIVERSITY OF TECHNOLOGY   (China)

^b TSINGHUA UNIVERSITY   (China)

^c MONASH UNIVERSITY   (Australia)

Author keywords

Column; Composite frame; Concrete filled steel tubes; Failure mode; Hysteretic model; Steel beam

Indexed keywords

ARCH BRIDGES; BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; DAMPING; FAILURE ANALYSIS; HYSTERESIS; STEEL BEAMS AND GIRDERS; STEEL METALLOGRAPHY; STIFFNESS; STRESS CONCENTRATION; STRUCTURAL FRAMES; TUBES (COMPONENTS); TUBULAR STEEL STRUCTURES;

COLUMN; COMPOSITE FRAME; CONCRETE FILLED STEEL TUBES; HYSTERETIC MODEL; STEEL BEAM;

STEEL;

EID: 58149112131     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.11.002     Document Type: Article

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