메뉴 건너뛰기




Volumn 25, Issue 3, 2011, Pages 223-230

Transverse posttensioning design of adjacent precast solid multibeam bridges

Author keywords

Calibrating; Concrete; Connection; Field test; Finite element method; Precast; Shear key; Solid multibeam bridges; Transverse posttensioning

Indexed keywords

CALIBRATING; CONNECTION; FIELD TEST; POSTTENSIONING; PRE-CAST; SHEAR KEY;

EID: 79959382991     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CF.1943-5509.0000147     Document Type: Article
Times cited : (26)

References (10)
  • 1
    • 79959433211 scopus 로고    scopus 로고
    • ANSYS 10.0 [Computer software]. (2005). Cononsberg, PA, ANSYS
    • ANSYS 10.0 [Computer software]. (2005). Cononsberg, PA, ANSYS.
  • 2
    • 36248939322 scopus 로고    scopus 로고
    • AASHTO, 4th Ed., American Association of State Highway and Transportation Officials, Washington, DC
    • AASHTO. (2007). AASHTO LRFD bridge design specifications, 4th Ed., American Association of State Highway and Transportation Officials, Washington, DC.
    • (2007) AASHTO LRFD Bridge Design Specifications
  • 4
    • 34548681201 scopus 로고    scopus 로고
    • Performance evaluation of precast posttensioned concrete multibeam deck
    • DOI 10.1061/(ASCE)0887-3828(2007)21:5(368)
    • Badwan, I. Z., and Liang, R. Y. (2007). Performance evaluation of precast posttensioned concrete multibeam deck.. J. Perform. Constr. Facil., 21 (5), 368-374. 0887-3828 10.1061/(ASCE)0887-3828(2007)21:5(368) (Pubitemid 47416158)
    • (2007) Journal of Performance of Constructed Facilities , vol.21 , Issue.5 , pp. 368-374
    • Badwan, I.Z.1    Liang, R.Y.2
  • 5
    • 5544221181 scopus 로고    scopus 로고
    • Transverse design of adjacent precast prestressed concrete box girder bridges
    • 0887-9672
    • El-Remaily, A., Tadros, M. K., Yamane, T., and Krause, G. (1996). Transverse design of adjacent precast prestressed concrete box girder bridges.. PCI J., 41 (4), 96-113. 0887-9672
    • (1996) PCI J. , vol.41 , Issue.4 , pp. 96-113
    • El-Remaily, A.1    Tadros, M.K.2    Yamane, T.3    Krause, G.4
  • 6
    • 79959407159 scopus 로고    scopus 로고
    • FHWA Structures. (Dec. 4, 2009)
    • FHWA Structures. (2009). Prefabricated bridge elements and systems.. http://www.fhwa.dot.gov/bridge/prefab/index.cfm (Dec. 4, 2009).
    • (2009) Prefabricated Bridge Elements and Systems
  • 8
    • 0032024990 scopus 로고    scopus 로고
    • Performance of full-depth shear keys in adjacent prestressed box beam bridges
    • Lall, J., Alampalli, S., and DiCocco, E. F. (1998). Performance of full-depth shear keys in adjacent prestressed box beam bridges.. PCI J., 43 (2), 72-79. 0887-9672 (Pubitemid 128613155)
    • (1998) PCI Journal , vol.43 , Issue.2 , pp. 72-79
    • Lall, J.1    Alampalli, S.2    DiCocco, E.F.3
  • 9
    • 78650949226 scopus 로고    scopus 로고
    • Maryland Dept. of Transportation State Highway Administration (MDSHA). Baltimore, Md
    • Maryland Dept. of Transportation State Highway Administration (MDSHA). (2006). Structural standards manual.. Baltimore, Md
    • (2006) Structural Standards Manual
  • 10
    • 76149090966 scopus 로고    scopus 로고
    • Precast/Prestressed Concrete Institute (PCI).., 2nd Ed., Chicago
    • Precast/Prestressed Concrete Institute (PCI). (2003). PCI bridge design manual, 2nd Ed., Chicago.
    • (2003) PCI Bridge Design Manual


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.