Cyclic performance of fire-damaged concrete-filled steel tubular beam-columns repaired with CFRP wraps

Journal of Constructional Steel Research

Volumn 64, Issue 1, 2008, Pages 37-50

  Tao, Zhong ^a   Han, Lin Hai ^b   Zhuang, Jin Ping ^a,c  

^a FUZHOU UNIVERSITY   (China)

^b TSINGHUA UNIVERSITY   (China)

^c FUJIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Composite beam columns; Concrete; Cyclic load; Fibre reinforced polymer (FRP); Fire; Post fire; Repair; Residual strength; Seismic design

Indexed keywords

AXIAL LOADS; COMPOSITE BEAMS AND GIRDERS; CONCRETES; CYCLIC LOADS; DUCTILITY; SEISMIC DESIGN; STEEL; STIFFNESS; STRENGTH OF MATERIALS;

CONCRETE FILLED STEEL TUBULARS; FIBRE REINFORCED POLYMERS; FIRE; FLEXURAL STIFFNESS; POST FIRE; RESIDUAL STRENGTH;

CARBON FIBER REINFORCED PLASTICS;

EID: 36148972436     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2007.02.004     Document Type: Article

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