메뉴 건너뛰기




Volumn 57, Issue 2, 2012, Pages 48-63

Transverse post-tensioning arrangement for side-by-side box-beam bridges

Author keywords

Box beam; Bridge; Cracking; Deck; Diaphragm; Post tensioning; Shear key

Indexed keywords

BRIDGES; CRACK INITIATION; CRACKS; DIAPHRAGMS;

EID: 84861617025     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.03012012.48.63     Document Type: Review
Times cited : (33)

References (18)
  • 1
    • 84861613803 scopus 로고    scopus 로고
    • Michigan Department of Transportation Construction and Technology Division C & T Research Record, September
    • Michigan Department of Transportation Construction and Technology Division. 2005. Box-Beam Concerns Found under the Bridge. C & T Research Record, No. 102(September): pp. 1-4.
    • (2005) Box-Beam Concerns Found Under the Bridge , Issue.102 , pp. 1-4
  • 2
    • 0032024990 scopus 로고    scopus 로고
    • Performance of full-depth shear keys in adjacent prestressed box beam bridges
    • Lall, J., S. Alampalli, and E. F. Di Cocco. 1998. Performance of Full-Depth Shear Keys in Adjacent Prestressed Box Beam Bridges. PCI Journal, V. 43, No. 2(March-April): pp. 72-79. (Pubitemid 128613155)
    • (1998) PCI Journal , vol.43 , Issue.2 , pp. 72-79
    • Lall, J.1    Alampalli, S.2    Di Cocco, E.F.3
  • 5
    • 0020735861 scopus 로고
    • Transverse shear in multi beam bridges
    • Bakht, B., L. G. Jaeger, and M. S. Cheung. 1983. Transverse Shear in Multi Beam Bridges. Journal of Structural Engineering, V. 109, No. 4(April): pp. 936-949. (Pubitemid 13502147)
    • (1983) Journal of Structural Engineering , vol.109 , Issue.4 , pp. 936-949
    • Bakht, B.1    Jaeger, L.G.2    Cheung, M.S.3
  • 6
    • 5544221181 scopus 로고    scopus 로고
    • Transverse design of adjacent precast prestressed concrete box girder bridges
    • July-August
    • El-Remaily, A., M. K. Tadros, T. Yamane, and G. Krause. 1996. Transverse Design of Adjacent Precast Prestressed Concrete Box Girder Bridges. PCI Journal, V. 41, No. 4(July-August): pp. 96-112.
    • (1996) PCI Journal , vol.41 , Issue.4 , pp. 96-112
    • El-Remaily, A.1    Tadros, M.K.2    Yamane, T.3    Krause, G.4
  • 7
    • 84861611197 scopus 로고    scopus 로고
    • Michigan Department of Transportation (MDOT) construction and technology support area Lansing, MI: MDOT
    • Michigan Department of Transportation (MDOT) Construction and Technology Support Area. 2006. MDOT Bridge Design Guides. Lansing, MI: MDOT.
    • (2006) MDOT Bridge Design Guides
  • 8
    • 0033338438 scopus 로고    scopus 로고
    • Full-scale testing of shear keys for adjacent box girder bridges
    • Miller, R. A., G. M. Hlavacs, T. Long, and A. Greuel. 1999. Full-Scale Testing of Shear Keys for Adjacent Box Girder Bridges. PCI Journal, V. 44, No. 6(November-December): pp. 80-90. (Pubitemid 30557259)
    • (1999) PCI Journal , vol.44 , Issue.6 , pp. 80-90
    • Miller, R.A.1    Hlavacs, G.M.2    Long, T.3    Greuel, A.4
  • 9
    • 3342928778 scopus 로고    scopus 로고
    • Nondestructive determination of response of shear keys to environmental and structural cyclic loading
    • Hlavacs, G., T. Long, R. Miller, and T. Baseheart. 1997. Nondestructive Determination of Response of Shear Keys to Environmental and Structural Cyclic Loading. Transportation Research Record, V. 1574: pp. 18-24. (Pubitemid 127551923)
    • (1997) Transportation Research Record , Issue.1574 , pp. 18-24
    • Hlavacs, G.M.1    Long, T.2    Miller, R.A.3    Baseheart, T.M.4
  • 10
    • 76549098958 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO)
    • 3rd, ed, Washington, DC: AASHTO
    • American Association of State Highway and Transportation Officials (AASHTO). 2004. AASHTO LRFD Bridge Design Specifications. 3rd ed. Washington, DC: AASHTO.
    • (2004) AASHTO LRFD Bridge Design Specifications
  • 13
    • 79957483922 scopus 로고    scopus 로고
    • Hibbitt, Karlsson & Sorensen Inc, Pawtucket, RI: Hibbitt, Karlsson & Sorensen Inc
    • Hibbitt, Karlsson & Sorensen Inc. 2006. ABAQUS 6.6 User's Manual. Pawtucket, RI: Hibbitt, Karlsson & Sorensen Inc.
    • (2006) ABAQUS 6.6 User's Manual
  • 14
    • 85038477623 scopus 로고    scopus 로고
    • Michigan Department of Transportation Construction and Technology Support Area Lansing, MI: MDOT
    • Michigan Department of Transportation Construction and Technology Support Area. 2005. MDOT Bridge Analysis Guide. Lansing, MI: MDOT.
    • (2005) MDOT Bridge Analysis Guide
  • 15
    • 0033993250 scopus 로고    scopus 로고
    • Behavior of carbon fiber reinforced prestressed concrete skew bridge
    • January-February
    • Grace, N. F, and G. Abdel-Sayed. 2000. Behavior of Carbon Fiber Reinforced Prestressed Concrete Skew Bridge. ACI Structural Journal, V. 97, No. 1(January-February): pp. 26-34.
    • (2000) ACI Structural Journal , vol.97 , Issue.1 , pp. 26-34
    • Grace, N.F.1    Abdel-Sayed, G.2
  • 16
    • 0036753790 scopus 로고    scopus 로고
    • Design-construction of Bridge Street Bridge - First CFRP bridge in the United States
    • Grace, N. F., F. C. Navarre, R. B. Nacey, W. Bonus, and L. Collavino. 2002. Design-Construction of Bridge Street Bridge-First CFRP Bridge in the United States. PCI Journal, V. 47, No. 5(September-October): pp. 20-35. (Pubitemid 35295841)
    • (2002) PCI Journal , vol.47 , Issue.5 , pp. 20-35
    • Grace, N.F.1    Navarre, F.C.2    Nacey, R.B.3    Bonus, W.4    Collavino, L.5
  • 17
    • 0036576716 scopus 로고    scopus 로고
    • Behaviour of CFCC and CFRP leadline prestressing systems in bridge construction
    • Grace, N. R, T. Enomoto, and K. Yagi. 2002. Behavior of CFCC and CFRP Leadline Prestressing Systems in Bridge Construction. PCI Journal, V. 47, No. 3(May-June): pp. 90-103. (Pubitemid 34711783)
    • (2002) PCI Journal , vol.47 , Issue.3 , pp. 90-103
    • Grace, N.F.1    Enomoto, T.2    Yagi, K.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.