메뉴 건너뛰기




Volumn 14, Issue 6, 2009, Pages 472-486

Live load distribution formulas for single-span prestressed concrete integral abutment bridge girders

Author keywords

Bridge abutments; Bridges, concrete; Girders; Live loads; Load distribution; Prestressed concrete

Indexed keywords

BRIDGE ABUTMENTS; BRIDGES, CONCRETE; GIRDERS; LIVE LOADS; LOAD DISTRIBUTION;

EID: 70350075832     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000007     Document Type: Article
Times cited : (34)

References (26)
  • 1
    • 70350077717 scopus 로고
    • AASHTO.. LRFD bridge design specifications, Washington, D.C.
    • AASHTO. (1994). LRFD bridge design specifications, Washington, D.C.
    • (1994)
  • 2
    • 70350060068 scopus 로고    scopus 로고
    • AASHTO.. LRFD bridge design specifications, Washington, D.C.
    • AASHTO. (2007). LRFD bridge design specifications, Washington, D.C.
    • (2007)
  • 3
    • 70350064339 scopus 로고    scopus 로고
    • ANSYS; structural simulation software.. SAS IP Inc., Canonsburg, Pa.
    • ANSYS; structural simulation software. (2007). SAS IP Inc., Canonsburg, Pa.
    • (2007)
  • 5
    • 0035450943 scopus 로고    scopus 로고
    • Live-load distribution factors in prestressed concrete girder bridges
    • " 1084-0702, (),. 10.1061/(ASCE)1084-0702(2001)6:5(298)
    • Barr, P. J., Eberhard, M. O., and Stanton, F. (2001). " Live-load distribution factors in prestressed concrete girder bridges.." J. Bridge Eng. 1084-0702, 6 (5), 298-306. 10.1061/(ASCE)1084-0702(2001)6:5(298)
    • (2001) J. Bridge Eng. , vol.6 , Issue.5 , pp. 298-306
    • Barr, P.J.1    Eberhard, M.O.2    Stanton, F.3
  • 6
    • 0022801856 scopus 로고
    • Distribution factors for curved I-girder bridges
    • 0733-9445, (),. 10.1061/(ASCE)0733-9445(1986)112:10(2200)
    • Brockenbrough, R. L. (1986). " Distribution factors for curved I-girder bridges.." J. Struct. Eng. 0733-9445, 112 (10), 2200-2215. 10.1061/(ASCE)0733-9445(1986)112:10(2200)
    • (1986) J. Struct. Eng. , vol.112 , Issue.10 , pp. 2200-2215
    • Brockenbrough, R.L.1
  • 7
    • 0030216499 scopus 로고    scopus 로고
    • Stretching span capability of prestressed concrete bridges under AASHTO LRFD
    • 1084-0702, (),. 10.1061/(ASCE)1084-0702(1996)1:3(112)
    • Chen, Y., and Aswad, A. (1996). " Stretching span capability of prestressed concrete bridges under AASHTO LRFD.." J. Bridge Eng. 1084-0702, 1 (3), 112-120. 10.1061/(ASCE)1084-0702(1996)1:3(112)
    • (1996) J. Bridge Eng. , vol.1 , Issue.3 , pp. 112-120
    • Chen, Y.1    Aswad, A.2
  • 8
    • 33845805236 scopus 로고    scopus 로고
    • Integral abutment bridge behavior: Parametric analysis of a massachusetts bridge
    • DOI 10.1061/(ASCE)1084-0702(2007)12:1(64)
    • Civjan, S. A., Bonczar, C., Brena, S. F., DeJong, J., and Crovo, D. (2007). " Integral abutment bridge behavior: Parametric analysis of a Massachusetts bridge.." J. Bridge Eng. 1084-0702, 12 (1), 64-71. 10.1061/(ASCE)1084-0702(2007)12:1(64) (Pubitemid 44975027)
    • (2007) Journal of Bridge Engineering , vol.12 , Issue.1 , pp. 64-71
    • Civjan, S.A.1    Bonczar, C.2    Brena, S.F.3    Dejong, J.4    Crovo, D.5
  • 10
    • 18744373345 scopus 로고    scopus 로고
    • Integral abutment-backfill behavior on sand soil-Pushover analysis approach
    • 1084-0702, (),. 10.1061/(ASCE)1084-0702(2005)10:3(354)
    • Dicleli, M. (2005). " Integral abutment-backfill behavior on sand soil-Pushover analysis approach.." J. Bridge Eng. 1084-0702, 10 (3), 354-364. 10.1061/(ASCE)1084-0702(2005)10:3(354)
    • (2005) J. Bridge Eng. , vol.10 , Issue.3 , pp. 354-364
    • Dicleli, M.1
  • 11
    • 0344530539 scopus 로고    scopus 로고
    • Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments
    • DOI 10.1016/j.jcsr.2003.09.003
    • Dicleli, M., and Albhaisi, S. M. (2004). " Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments.." J. Constr. Steel Res. 0143-974X, 60 (2), 161-182. 10.1016/j.jcsr.2003.09.003 (Pubitemid 37447097)
    • (2004) Journal of Constructional Steel Research , vol.60 , Issue.2 , pp. 161-182
    • Dicleli, M.1    Albhaisi, S.M.2
  • 12
    • 49749135785 scopus 로고    scopus 로고
    • Effect of soil and substructure properties on live load distribution in integral abutment bridges
    • 1084-0702, (),. 10.1061/(ASCE)1084-0702(2008)13:5(527)
    • Dicleli, M., and Erhan, S. (2008). " Effect of soil and substructure properties on live load distribution in integral abutment bridges.." J. Bridge Eng. 1084-0702, 13 (5), 527-539. 10.1061/(ASCE)1084-0702(2008)13:5(527)
    • (2008) J. Bridge Eng. , vol.13 , Issue.5 , pp. 527-539
    • Dicleli, M.1    Erhan, S.2
  • 14
    • 0035340838 scopus 로고    scopus 로고
    • Nonlinear analysis of integral bridges: Finite-element model
    • DOI 10.1061/(ASCE)1090-0241(2001)127:5(454)
    • Faraji, S., Ting, J. M., Crovo, D. S., and Ernst, H. (2001). " Nonlinear analysis of integral bridges: Finite element model.." J. Geotech. Geoenviron. Eng. 1090-0241, 127 (5), 454-462. 10.1061/(ASCE)1090-0241(2001)127: 5(454) (Pubitemid 32434865)
    • (2001) Journal of Geotechnical and Geoenvironmental Engineering , vol.127 , Issue.5 , pp. 454-461
    • Faraji, S.1    Ting, J.M.2    Crovo, D.S.3    Ernst, H.4
  • 16
    • 0343287458 scopus 로고    scopus 로고
    • Re No. SO-96-01, Ontario Ministry of Transportation, St. Catharines, Ontario, Canada
    • Husain, I., and Bagnariol, D. (1996). " Integral abutment bridges.." Rep. No. SO-96-01, Ontario Ministry of Transportation, St. Catharines, Ontario, Canada
    • (1996) Integral Abutment Bridges
    • Husain, I.1    Bagnariol, D.2
  • 17
  • 18
    • 0031210191 scopus 로고    scopus 로고
    • Finite element analysis of steel girder highway bridges
    • " 1084-0702, (),. 10.1061/(ASCE)1084-0702(1997)2:3(83)
    • Mabsout, M. E., Tarhini, K. M., Frederick, G. R., and Tayar, C. (1997). " Finite element analysis of steel girder highway bridges.." J. Bridge Eng. 1084-0702, 2 (3), 83-87. 10.1061/(ASCE)1084-0702(1997)2:3(83)
    • (1997) J. Bridge Eng. , vol.2 , Issue.3 , pp. 83-87
    • Mabsout, M.E.1    Tarhini, K.M.2    Frederick, G.R.3    Tayar, C.4
  • 19
    • 0032671331 scopus 로고    scopus 로고
    • Deck slab stresses in integral abutment bridges
    • 1084-0702, (),. 10.1061/(ASCE)1084-0702(1999)4:2(125)
    • Mourad, S., and Tabsh, W. S. (1999). " Deck slab stresses in integral abutment bridges.." J. Bridge Eng. 1084-0702, 4 (2), 125-130. 10.1061/(ASCE)1084-0702(1999)4:2(125)
    • (1999) J. Bridge Eng. , vol.4 , Issue.2 , pp. 125-130
    • Mourad, S.1    Tabsh, W.S.2
  • 20
    • 0012566261 scopus 로고
    • Design of I-beam bridges
    • 0044-8001.
    • Newmark, N. M. (1948). " Design of I-beam bridges.." J. Struct. Div. 0044-8001, 74 (1), 305-330.
    • (1948) J. Struct. Div. , vol.74 , Issue.1 , pp. 305-330
    • Newmark, N.M.1
  • 21
    • 33645502169 scopus 로고    scopus 로고
    • Sensitivity of live load distribution factors to vehicle spacing
    • " 1084-0702, (),. 10.1061/(ASCE)1084-0702(2006)11:1(131)
    • Patrick, M. D., Huo, X. S., Puckett, J. A., Jablin, M., and Mertz, D. (2006). " Sensitivity of live load distribution factors to vehicle spacing.." J. Bridge Eng. 1084-0702, 11 (1), 131-134. 10.1061/(ASCE)1084- 0702(2006)11:1(131)
    • (2006) J. Bridge Eng. , vol.11 , Issue.1 , pp. 131-134
    • Patrick, M.D.1    Huo, X.S.2    Puckett, J.A.3    Jablin, M.4    Mertz, D.5
  • 22
    • 70350059353 scopus 로고    scopus 로고
    • SAP2000; integrated finite element analysis and design of structures.. Computers and Structures Inc., Berkeley, Calif.
    • SAP2000; integrated finite element analysis and design of structures. (2006). Computers and Structures Inc., Berkeley, Calif.
    • (2006)
  • 23
    • 0026866177 scopus 로고
    • Wheel load distribution in i girder highway bridges
    • 0733-9445, (),. 10.1061/(ASCE)0733-9445(1992)118:5(1285)
    • Tarhini, K. M., and Frederick, G. R. (1992). " Wheel load distribution in I girder highway bridges.." J. Struct. Eng. 0733-9445, 118 (5), 1285-1294. 10.1061/(ASCE)0733-9445(1992)118:5(1285)
    • (1992) J. Struct. Eng. , vol.118 , Issue.5 , pp. 1285-1294
    • Tarhini, K.M.1    Frederick, G.R.2
  • 24
    • 0004129288 scopus 로고
    • Computation of stresses in bridge slabs due to wheel loads
    • 0033-3735.
    • Westergaard, H. M. (1930). " Computation of stresses in bridge slabs due to wheel loads.." Public Roads 0033-3735, 11 (1), 1-23.
    • (1930) Public Roads , vol.11 , Issue.1 , pp. 1-23
    • Westergaard, H.M.1
  • 25
    • 35348894937 scopus 로고    scopus 로고
    • AASHTO-LRFD live load distribution for beam-and-slab bridges: Limitations and applicability
    • DOI 10.1061/(ASCE)1084-0702(2007)12:6(765)
    • Yousif, Z., and Hindi, R. (2007). " AASHTO-LRFD live load distribution for beam-and-slab bridges: Limitations and applicability.." J. Bridge Eng. 1084-0702, 12 (6), 765-773. 10.1061/(ASCE)1084-0702(2007)12:6(765) (Pubitemid 47587979)
    • (2007) Journal of Bridge Engineering , vol.12 , Issue.6 , pp. 765-773
    • Yousif, Z.1    Hindi, R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.