Behavior of cyclically loaded squat reinforced concrete bridge columns upgraded with advanced composite-material jackets

Journal of Bridge Engineering

Volumn 10, Issue 6, 2005, Pages 741-748

  Haroun, Medhat A ^a,b,c   Elsanadedy, Hussein M ^a,d,e  

^a ASCE ^*  (Egypt)

^b The American University in Cairo   (Egypt)

^c UNIVERSITY OF CALIFORNIA   (United States)

^d HELWAN UNIVERSITY   (Egypt)

^e University of California at Irvine   (United States)

Author keywords

Bridges, concrete; Composite materials; Concrete columns; Concrete, reinforced; Cyclic loads

Indexed keywords

BRIDGES, CONCRETE; CONCRETE COLUMNS; CONCRETE, REINFORCED; DUCTILITY ENHANCEMENT;

COLUMNS (STRUCTURAL); COMPOSITE MATERIALS; COMPOSITE STRUCTURES; CYCLIC LOADS; EPOXY RESINS; REINFORCED CONCRETE; RETROFITTING;

CONCRETE BRIDGES;

EID: 27744503214     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2005)10:6(741)     Document Type: Article

References (9)

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8. Verma, R., Priestley, M. J. N., and Seible, F. (1993). "Assessment of seismic response and steel jacket retrofit of squat circular reinforced concrete bridge columns." Structural Systems Research Project, Report No. SSRP-92/05, Dept. of Applied Mechanics and Engineering Sciences, Univ. of California at San Diego, La Jolla, Calif.
9. Xiao, Y., and Rui, M. (1997). "Seismic retrofit of RC circular columns using prefabricated composite jacketing." J. Struct. Eng., 123 (10), 1357-1364.