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Volumn 10, Issue 2, 2005, Pages 186-194

Effects of temperature variations on precast, prestressed concrete bridge girders

Author keywords

Bridges, concrete; Bridges, girder; Concrete, precast; Concrete, prestressed; Monitoring; Temperature effects

Indexed keywords

BRIDGE GIRDERS; CONCRETE STRENGTH; PRESTRESSING STEEL; TENSION STRESS;

EID: 14544274664     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2005)10:2(186)     Document Type: Article
Times cited : (100)

References (23)
  • 2
    • 14544303913 scopus 로고
    • Prestress loss of thermal origin during production of pretensioned concrete elements
    • Laboratoire Central des Ponts et Chaussees, Paris (in French)
    • Acker, P., and Hassan, M. (1978). "Prestress loss of thermal origin during production of pretensioned concrete elements." Rep. LPC No. 78, Laboratoire Central des Ponts et Chaussees, Paris (in French).
    • (1978) Rep. LPC No. 78 , vol.78
    • Acker, P.1    Hassan, M.2
  • 5
    • 0003510441 scopus 로고    scopus 로고
    • Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (1998). LRFD bridge design specifications, 2nd Ed., Washington, D.C.
    • (1998) LRFD Bridge Design Specifications, 2nd Ed.
  • 7
    • 0035450943 scopus 로고    scopus 로고
    • Live-load distribution factors for prestressed concrete girder bridges
    • Barr, P. J., Eberhard, M. O., and Stanton J. F. (2001). "Live-load distribution factors for prestressed concrete girder bridges." J. Bridge Eng., 6(5), 298-306.
    • (2001) J. Bridge Eng. , vol.6 , Issue.5 , pp. 298-306
    • Barr, P.J.1    Eberhard, M.O.2    Stanton, J.F.3
  • 8
    • 0012649589 scopus 로고    scopus 로고
    • High performance concrete in Washington State SR18/ SR516 overcrossing
    • Washington State Dept. of Transportation, Olympia, Wash.
    • Barr, P. J., Eberhard, M. O., Stanton, J. F., Khaleghi, B., and Hsieh, J. C. (2000a). "High performance concrete in Washington State SR18/ SR516 overcrossing." Final Rep. on Girder Monitoring, Washington State Dept. of Transportation, Olympia, Wash.
    • (2000) Final Rep. on Girder Monitoring
    • Barr, P.J.1    Eberhard, M.O.2    Stanton, J.F.3    Khaleghi, B.4    Hsieh, J.C.5
  • 9
    • 14544282247 scopus 로고    scopus 로고
    • High performance concrete in Washington State SR18/SR516 overcrossing
    • Washington State Dept. of Transportation, Olympia, Wash.
    • Barr, P. J., Fekete, E., Stanton, J. F., and Eberhard, M. O. (2000b). "High performance concrete in Washington State SR18/SR516 overcrossing." Final Rep. on Materials Tests, Washington State Dept. of Transportation, Olympia, Wash.
    • (2000) Final Rep. on Materials Tests
    • Barr, P.J.1    Fekete, E.2    Stanton, J.F.3    Eberhard, M.O.4
  • 10
    • 14544301723 scopus 로고    scopus 로고
    • Instrumentation and measurements - Behavior of long-span prestressed high performance concrete bridges
    • Ottawa
    • Burns, N. H., Gross, S. P., and Byle, K. A. (1997). "Instrumentation and measurements - Behavior of long-span prestressed high performance concrete bridges." Proc., PCI/FHWA Int. Symp. on High Performance Concrete, Ottawa, 566-577.
    • (1997) Proc., PCI/FHWA Int. Symp. on High Performance Concrete , pp. 566-577
    • Burns, N.H.1    Gross, S.P.2    Byle, K.A.3
  • 12
    • 0343268987 scopus 로고    scopus 로고
    • Time-dependent prestress losses in prestress girders built of high performance concrete
    • 76th Annual Meeting, Transportation Research Board, Washington, D.C.
    • Lwin, M. M., and Khaleghi, B. (1997). "Time-dependent prestress losses in prestress girders built of high performance concrete." Transportation Research Record, 76th Annual Meeting, Transportation Research Board, Washington, D.C, 64-72.
    • (1997) Transportation Research Record , pp. 64-72
    • Lwin, M.M.1    Khaleghi, B.2
  • 13
    • 0020176112 scopus 로고
    • Study of prestress losses conducted by Lehigh University
    • Huang, T. (1982). "Study of prestress losses conducted by Lehigh University." PCI J., 27(5), 48-61.
    • (1982) PCI J. , vol.27 , Issue.5 , pp. 48-61
    • Huang, T.1
  • 14
    • 0022115392 scopus 로고
    • Thermal effects in concrete bridge superstructures
    • Transportation Research Board, Washington, D.C.
    • Imbsen, R. A., Vandershaf, D. E., Schamber, R. A., and Nutt, R. V. (1985). "Thermal effects in concrete bridge superstructures." NCHRP Proj. Rep. 12-22, Transportation Research Board, Washington, D.C.
    • (1985) NCHRP Proj. Rep. , vol.12 , Issue.22
    • Imbsen, R.A.1    Vandershaf, D.E.2    Schamber, R.A.3    Nutt, R.V.4
  • 15
    • 0002216295 scopus 로고    scopus 로고
    • Restraint moments in precast/prestressed concrete continuous bridges
    • Ma, Z., Huo, X., Tadros, M. K., and Baishya, M. (1998). "Restraint moments in precast/prestressed concrete continuous bridges." PCI J., 43(6), 40-57.
    • (1998) PCI J. , vol.43 , Issue.6 , pp. 40-57
    • Ma, Z.1    Huo, X.2    Tadros, M.K.3    Baishya, M.4
  • 17
    • 0026854108 scopus 로고
    • Temperature dependent bridge: Movements
    • Moorty, S., and Roeder, C. W. (1992). "Temperature dependent bridge: movements." J. Struct. Eng., 118(4), 1090-1105.
    • (1992) J. Struct. Eng. , vol.118 , Issue.4 , pp. 1090-1105
    • Moorty, S.1    Roeder, C.W.2
  • 18
    • 0017969497 scopus 로고
    • Design of concrete bridges for temperature gradients
    • Priestley, M. J. N. (1978). "Design of concrete bridges for temperature gradients." ACI J., 75(5), 209-217.
    • (1978) ACI J. , vol.75 , Issue.5 , pp. 209-217
    • Priestley, M.J.N.1
  • 19
    • 0032120888 scopus 로고    scopus 로고
    • New deep sections extend spans of prestressed concrete girders
    • Seguirant, S. J. (1998). "New deep sections extend spans of prestressed concrete girders." PCI J., 43(4), 92-119.
    • (1998) PCI J. , vol.43 , Issue.4 , pp. 92-119
    • Seguirant, S.J.1
  • 20
    • 0032118485 scopus 로고    scopus 로고
    • Design of segmental bridge for thermal gradient
    • Shushkewich, K. W. (1998). "Design of segmental bridge for thermal gradient." PCI J., 43(4), 120-137.
    • (1998) PCI J. , vol.43 , Issue.4 , pp. 120-137
    • Shushkewich, K.W.1
  • 22
    • 0037322962 scopus 로고    scopus 로고
    • A weighted-stretched-wire system for monitoring deflections
    • Stanton, J. F., Eberhard, M. O., and Barr, P. (2003), "A weighted-stretched-wire system for monitoring deflections." Eng. Struct., 25, 347-357.
    • (2003) Eng. Struct. , vol.25 , pp. 347-357
    • Stanton, J.F.1    Eberhard, M.O.2    Barr, P.3
  • 23
    • 0032166539 scopus 로고    scopus 로고
    • Vertical deflection of a prestressed concrete bridge using deformation sensors and inclinometer measurements
    • Vurpillot, S., Kruefer, G., Benouaich, D., Clement, D., and Inaudi, D. (1998). "Vertical deflection of a prestressed concrete bridge using deformation sensors and inclinometer measurements." ACI Struct. J., 95(5), 518-526.
    • (1998) ACI Struct. J. , vol.95 , Issue.5 , pp. 518-526
    • Vurpillot, S.1    Kruefer, G.2    Benouaich, D.3    Clement, D.4    Inaudi, D.5


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.