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Volumn 133, Issue 2, 2007, Pages 195-204

Strengthening of RC continuous beams by external prestressing

Author keywords

Continuous beams; Fiber reinforced polymers; Structural strength

Indexed keywords

COMPRESSIVE STRENGTH; FIBER REINFORCED MATERIALS; POLYMERS; PRESTRESSING; REINFORCED CONCRETE; STRUCTURAL LOADS;

EID: 33846288915     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:2(195)     Document Type: Article
Times cited : (55)

References (11)
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  • 2
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    • Prediction of the ultimate flexural strength of externally prestressed PC beams
    • Aravinthan, T., Mutsuyoshi, H., Fujioka, A., and Hishiki, Y. (1997). " Prediction of the ultimate flexural strength of externally prestressed PC beams.. " Trans. Jpn. Concr. Inst., 19, 225-230.
    • (1997) Trans. Jpn. Concr. Inst. , vol.19 , pp. 225-230
    • Aravinthan, T.1    Mutsuyoshi, H.2    Fujioka, A.3    Hishiki, Y.4
  • 3
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    • British Standard Institution (BSI). (BS 8110, London.
    • British Standard Institution (BSI). (1997). " Structural use of concrete.. " BS 8110, London.
    • (1997) Structural Use of Concrete
  • 4
    • 0026255383 scopus 로고
    • Ultimate flexural strength of concrete members prestressed with unbonded tendons
    • Harajli, M. H., and Kanj, M. Y. (1991). " Ultimate flexural strength of concrete members prestressed with unbonded tendons.. " ACI Struct. J., 88 (6), 663-673.
    • (1991) ACI Struct. J. , vol.88 , Issue.6 , pp. 663-673
    • Harajli, M.H.1    Kanj, M.Y.2
  • 5
    • 0032655304 scopus 로고    scopus 로고
    • Externally prestressed members: Evaluation of second-order effects
    • Harajli, M. H., Khairallah, N., and Nassif, H. (1999). " Externally prestressed members: Evaluation of second-order effects.. " J. Struct. Eng., 125 (10), 1151-1161.
    • (1999) J. Struct. Eng. , vol.125 , Issue.10 , pp. 1151-1161
    • Harajli, M.H.1    Khairallah, N.2    Nassif, H.3
  • 6
    • 0026257672 scopus 로고
    • Stress at ultimate in unbonded post-tensioning tendons: Part 2-Proposed methodology
    • Naaman, A. E., and Alkhairi, F. M. (1991). " Stress at ultimate in unbonded post-tensioning tendons: Part 2-Proposed methodology.. " ACI Struct. J., 88 (6), 683-692.
    • (1991) ACI Struct. J. , vol.88 , Issue.6 , pp. 683-692
    • Naaman, A.E.1    Alkhairi, F.M.2
  • 7
    • 3142650274 scopus 로고
    • Naaman,A. E., and Breen,J. E., eds. (ACI Special Publication SP-120, American Concrete Institute, Detroit.
    • Naaman, A. E., and, Breen, J. E., eds. (1990). " External prestressing in bridges.. " ACI Special Publication SP-120, American Concrete Institute, Detroit.
    • (1990) External Prestressing in Bridges
  • 9
    • 0030784630 scopus 로고    scopus 로고
    • Effects of deviators and tendon configuration on behavior of externally prestressed beams
    • Tan, K. H., and Ng, C. K. (1997). " Effects of deviators and tendon configuration on behavior of externally prestressed beams.. " ACI Struct. J., 94 (1), 1-10.
    • (1997) ACI Struct. J. , vol.94 , Issue.1 , pp. 1-10
    • Tan, K.H.1    Ng, C.K.2
  • 10
    • 0141834742 scopus 로고    scopus 로고
    • Shear deficiency in reinforced concrete continuous beams strengthened with external tendons
    • Tan, K. H., and Tjandra, R. A. (2003a). " Shear deficiency in reinforced concrete continuous beams strengthened with external tendons.. " ACI Struct. J., 100 (5), 565-572.
    • (2003) ACI Struct. J. , vol.100 , Issue.5 , pp. 565-572
    • Tan, K.H.1    Tjandra, R.A.2
  • 11
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    • Strengthening of precast concrete girder bridges by post-tensioning for continuity
    • Tan, K. H., and Tjandra, R. A. (2003b). " Strengthening of precast concrete girder bridges by post-tensioning for continuity.. " PCI J., 48 (3), 56-71.
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    • Tan, K.H.1    Tjandra, R.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.