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Volumn 12, Issue 6, 2007, Pages 727-736

Live load radial moment distribution for horizontally curved bridges

Author keywords

Bridges, steel; Curvature; Finite element method; Live loads; Load distribution

Indexed keywords

CURVED GIRDERS; LIVE LOAD RADIAL MOMENT DISTRIBUTIONS; NUMERICAL MODELING METHODS; NUMERICAL MODELS;

EID: 35348854950     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2007)12:6(727)     Document Type: Article
Times cited : (27)

References (12)
  • 1
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    • American Association of State Highway and Transportation Officials (AASHTO). (Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (1993). Guide specifications for horizontally curved highway bridges, Washington, D.C.
    • (1993) Guide Specifications for Horizontally Curved Highway Bridges
  • 2
    • 27744487349 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO). (Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (2003). Guide specifications for horizontally curved highway bridges, Washington, D.C.
    • (2003) Guide Specifications for Horizontally Curved Highway Bridges
  • 3
    • 0003510448 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO). (Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (2006). AASHTO LRFD bridge design specifications, Washington, D.C.
    • (2006) AASHTO LRFD Bridge Design Specifications
  • 4
    • 0022801856 scopus 로고
    • Distribution factors for curved I-girder bridges
    • Brockenbrough, R. L. (1986). " Distribution factors for curved I-girder bridges.. " J. Struct. Eng., 112 (10), 2200-2215.
    • (1986) J. Struct. Eng. , vol.112 , Issue.10 , pp. 2200-2215
    • Brockenbrough, R.L.1
  • 7
    • 0034324285 scopus 로고    scopus 로고
    • Experimental verification of horizontally curved I-girder bridge behavior
    • McElwain, B. A., and Laman, J. A. (2000). " Experimental verification of horizontally curved I-girder bridge behavior.. " J. Bridge Eng., 5 (4), 284-292.
    • (2000) J. Bridge Eng. , vol.5 , Issue.4 , pp. 284-292
    • McElwain, B.A.1    Laman, J.A.2
  • 8
    • 0024720794 scopus 로고
    • Construction effects on bracing on curved I-girders
    • Schelling, D., Namini, A. H., and Fu, C. C. (1989). " Construction effects on bracing on curved I-girders.. " J. Struct. Eng., 115 (9), 2145-2165.
    • (1989) J. Struct. Eng. , vol.115 , Issue.9 , pp. 2145-2165
    • Schelling, D.1    Namini, A.H.2    Fu, C.C.3
  • 9
    • 0032653505 scopus 로고    scopus 로고
    • Simply supported curved cellular bridges: Simplified design method
    • Sennah, K., and Kennedy, J. B. (1999). " Simply supported curved cellular bridges: Simplified design method.. " J. Bridge Eng., 4 (2), 85-94.
    • (1999) J. Bridge Eng. , vol.4 , Issue.2 , pp. 85-94
    • Sennah, K.1    Kennedy, J.B.2
  • 10
    • 0022783827 scopus 로고
    • Cross-bracing effects in curved stringer bridges
    • Yoo, C. H., and Littrell, P. C. (1986). " Cross-bracing effects in curved stringer bridges.. " J. Struct. Eng., 112 (9), 2127-2140.
    • (1986) J. Struct. Eng. , vol.112 , Issue.9 , pp. 2127-2140
    • Yoo, C.H.1    Littrell, P.C.2
  • 11
    • 0033702073 scopus 로고    scopus 로고
    • AASHTO-LRFD live load distribution specifications
    • Zokaie, T. (2000). " AASHTO-LRFD live load distribution specifications.. " J. Bridge Eng., 5 (2), 131-138.
    • (2000) J. Bridge Eng. , vol.5 , Issue.2 , pp. 131-138
    • Zokaie, T.1
  • 12
    • 0033077489 scopus 로고    scopus 로고
    • Horizontally curved steel I-girders state-of-the-art analysis methods
    • Zureick, A., and Naqib, R. (1999). " Horizontally curved steel I-girders state-of-the-art analysis methods.. " J. Bridge Eng., 4 (1), 38-47.
    • (1999) J. Bridge Eng. , vol.4 , Issue.1 , pp. 38-47
    • Zureick, A.1    Naqib, R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.