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Volumn 55, Issue 1, 2003, Pages 1-17

Deflection of prestressed concrete beams externally strengthened using Parafil ropes

Author keywords

[No Author keywords available]

Indexed keywords

ELASTIC MODULI; FIBER REINFORCED PLASTICS; PRESTRESSED BEAMS AND GIRDERS; STRENGTH OF MATERIALS;

EID: 0037330876     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2003.55.1.1     Document Type: Article
Times cited : (15)

References (19)
  • 3
    • 85114016268 scopus 로고
    • External prestressing - A state of the art
    • (A. Naaman and J. Breen (Eds)), American Concrete Institute SP-120, Detroit, MI
    • BRUGGELING A. S. G. External prestressing - a state of the art. In External Prestressing in Bridges (A. Naaman and J. Breen (Eds)), American Concrete Institute SP-120, Detroit, MI, 1990, pp. 61-81.
    • (1990) External Prestressing in Bridges , pp. 61-81
    • Bruggeling, A.S.G.1
  • 4
    • 0013446459 scopus 로고
    • External prestressing: From construction history to modern technique and technology
    • (A. Nanni and C. W. Dolan (Eds)), American Concrete Institute, Detroit, MI
    • VIRLOGEUX M. P. External prestressing: from construction history to modern technique and technology. International Symposium on Fiber-Reinforced-Plastic Reinforcement for Concrete Structures. ACI SP-138 (A. Nanni and C. W. Dolan (Eds)), American Concrete Institute, Detroit, MI, 1993, pp. 1-59.
    • (1993) International Symposium on Fiber-Reinforced-Plastic Reinforcement for Concrete Structures , vol.ACI SP-138 , pp. 1-59
    • Virlogeux, M.P.1
  • 5
    • 85025679767 scopus 로고
    • Long term properties of Parafil
    • (C. J. Burgoyne (Ed)), Imperial College of Science and Technology, London
    • CHAMBERS J. J. Long term properties of Parafil. In Symposium on Engineering applications of Parafil ropes (C. J. Burgoyne (Ed)), Imperial College of Science and Technology, London, 1988, pp. 21-27.
    • (1988) Symposium on Engineering Applications of Parafil Ropes , pp. 21-27
    • Chambers, J.J.1
  • 9
    • 0014741138 scopus 로고
    • Non-tensioned steel in pre-stressed concrete beams
    • SHAIKH A. F. and BRANSON D. E. Non-tensioned steel in pre-stressed concrete beams. PCI Journal, 1970, 15, No. 1, 14-36.
    • (1970) PCI Journal , vol.15 , Issue.1 , pp. 14-36
    • Shaikh, A.F.1    Branson, D.E.2
  • 10
    • 0020178052 scopus 로고
    • Application of the I-effective method in calculating deflections of partially prestressed members
    • BRANSON D. E. and TROST H. Application of the I-effective method in calculating deflections of partially prestressed members. PCI Journal, 1982, 27, No. 5, 62-77.
    • (1982) PCI Journal , vol.27 , Issue.5 , pp. 62-77
    • Branson, D.E.1    Trost, H.2
  • 11
    • 0022231606 scopus 로고
    • Deflection of partially pre-stressed members
    • American Concrete Institute, Detroit, MI
    • BRANSON D. E. and SHAIKH A. F. Deflection of partially pre-stressed members. In Deflections of Concrete Structures. SP-86. American Concrete Institute, Detroit, MI, 1985, pp. 323-363.
    • (1985) Deflections of Concrete Structures , vol.SP-86 , pp. 323-363
    • Branson, D.E.1    Shaikh, A.F.2
  • 12
    • 0013401006 scopus 로고
    • Deflection of progressively cracking part/ally prestressed concrete flexural members
    • HARAJLI M. H. and ALAMEH A. S. Deflection of progressively cracking part/ally prestressed concrete flexural members. PCI Journal, 1989, 34, No. 3, 94-127.
    • (1989) PCI Journal , vol.34 , Issue.3 , pp. 94-127
    • Harajli, M.H.1    Alameh, A.S.2
  • 13
    • 0026257672 scopus 로고
    • Stress at ultimate in un-bonded post-tensioning Tendons: Part 2 - Proposed methodology
    • NAAMAN A. E. and ALKHAIRI F. M. Stress at ultimate in un-bonded post-tensioning Tendons: Part 2- Proposed Methodology. ACI Structural Journal, 1991, 88, No. 6, 683-692.
    • (1991) ACI Structural Journal , vol.88 , Issue.6 , pp. 683-692
    • Naaman, A.E.1    Alkhairi, F.M.2
  • 14
    • 0026220325 scopus 로고
    • Stress at ultimate in unbonded post-tensioning Tendons: Part 1 - Evaluation of the state-of-the-art
    • NAAMAN A. E. and ALKHAIRI F. M. Stress at ultimate in unbonded post-tensioning Tendons: Part 1- Evaluation of the state-of-the-art. ACI Structural Journal, 1991, 88, No. 5, 641-651.
    • (1991) ACI Structural Journal , vol.88 , Issue.5 , pp. 641-651
    • Naaman, A.E.1    Alkhairi, F.M.2
  • 15
    • 0001087611 scopus 로고
    • New methodology for the analysis of beams prestressed with external or unbonded tendons
    • (A. Naaman and J. Breen (Eds)), American Concrete Institute SP-120, Detroit, MI
    • NAAMAN A. E. New methodology for the analysis of beams prestressed with external or unbonded tendons. In External Prestressing in Bridges (A. Naaman and J. Breen (Eds)), American Concrete Institute SP-120, Detroit, MI, 1990, pp. 339-354.
    • (1990) External Prestressing in Bridges , pp. 339-354
    • Naaman, A.E.1
  • 16
    • 0026916286 scopus 로고
    • Service load behavior of concrete members prestressed with unbonded tendons
    • HARAJLI M. H. and KANJ M. Y. Service load behavior of concrete members prestressed with unbonded tendons. Journal of Structural Engineering, 1992, 118, No. 9, pp. 2569-2589.
    • (1992) Journal of Structural Engineering , vol.118 , Issue.9 , pp. 2569-2589
    • Harajli, M.H.1    Kanj, M.Y.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.