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Volumn 78, Issue 2, 2007, Pages 264-270

Torsional strengthening of reinforced concrete box beams using carbon fiber reinforced polymer

Author keywords

Box beam; Carbon fiber sheets; CFS; Cyclic torque; Restoring force model; Strengthening; Torsional capacity

Indexed keywords

BENDING MOMENTS; CARBON FIBER REINFORCED PLASTICS; DEFORMATION; HYSTERESIS; MATHEMATICAL MODELS; REINFORCED CONCRETE; RIGIDITY; SHEAR STRENGTH; TORQUE;

EID: 33845223220     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2005.10.017     Document Type: Article
Times cited : (45)

References (7)
  • 1
    • 33845225263 scopus 로고    scopus 로고
    • Salom PR. Spandrel beams retrofit with carbon fiber polymer and subjected to torsion. MSc thesis, Charlotte, NC: Civil Engineering Department, University of North Carolina at Charlotte; 2001.
  • 2
    • 33845231870 scopus 로고    scopus 로고
    • Panchacharam S, Belarbi A. Torsional behavior of reinforced concrete beams strengthened with FRP composites. First FIB Congress, Japan; 2002.
  • 3
    • 13944256169 scopus 로고    scopus 로고
    • Pedro R. Salom, Janos Gergely, David T. Young. Torsional strengthening of spandrel beams with fiber-reinforced polymer laminates. Journal of composites for construction, ASCE/ March/April, 2004. p. 157-62.
  • 4
    • 0026913802 scopus 로고    scopus 로고
    • Yokoyama K, Kanazaki T, Yasuda M. Flutter characteristics of super long-span suspension bridge. The 24th joint metting on wind and seismic effect. Gaitherburg, MD USA; 1992. p. 13-24.
  • 5
    • 13944283171 scopus 로고    scopus 로고
    • Seismic effect on highway bridges in ChiChi earthquake
    • Yao T.H., and Chung C.F. Seismic effect on highway bridges in ChiChi earthquake. J. Perform. Constructed Facil 18 1 (2004) 47-53
    • (2004) J. Perform. Constructed Facil , vol.18 , Issue.1 , pp. 47-53
    • Yao, T.H.1    Chung, C.F.2
  • 6
    • 33845224204 scopus 로고    scopus 로고
    • Hsu HL, Liang LL. Effect of torsion on seismic performance of composite members. Seventh US national conference on earthquake engineering (7NCEE): Theme: Urban earthquake risk (electronic resource); 2002. p. 1-10.
  • 7
    • 33845217592 scopus 로고    scopus 로고
    • Structural aseismic design code GBJ 11-89[S]. China structural science academe. Beijing: China Structural Industry Press; 1989.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.