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Volumn 6, Issue 6, 2001, Pages 489-497

Live load distribution for steel girder bridges

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[No Author keywords available]

Indexed keywords


EID: 0038970652     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2001)6:6(489)     Document Type: Article
Times cited : (106)

References (14)
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  • 3
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  • 4
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    • Washington, D.C.
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    • Washington, D.C.
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    • (1998) LRFD Bridge Design Specifications
  • 6
    • 0024129384 scopus 로고
    • Bearing restraint in slab-on-girder bridges
    • ASCE
    • Bakht, B., and Jaeger, L. G. (1988). "Bearing restraint in slab-on-girder bridges." J. Struct. Engrg., ASCE, 114(12), 2724-2740.
    • (1988) J. Struct. Engrg. , vol.114 , Issue.12 , pp. 2724-2740
    • Bakht, B.1    Jaeger, L.G.2
  • 7
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    • Bridge testing - A surprise every time
    • ASCE
    • Bakht, B., and Jaeaer, L. G. (1990). "Bridge testing - A surprise every time." J. Struct. Engrg., ASCE, 116(5), 1370-1383.
    • (1990) J. Struct. Engrg. , vol.116 , Issue.5 , pp. 1370-1383
    • Bakht, B.1    Jaeaer, L.G.2
  • 8
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    • Evaluation of steel bridges using in-service testing
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    • Ghosn, M., Moses, E., and Gobieski, J. (1986). "Evaluation of steel bridges using in-service testing." Transp. Res. Rec. 1072, Transportation Research Board, Washington, D.C., 71-78.
    • (1986) Transp. Res. Rec. 1072 , pp. 71-78
    • Ghosn, M.1    Moses, E.2    Gobieski, J.3
  • 9
    • 0031211070 scopus 로고    scopus 로고
    • Load distribution and impact factors for I-girder bridges
    • ASCE
    • Kim, S.-J., and Nowak, A. S. (1997). "Load distribution and impact factors for I-girder bridges." J. Bridge Engrg., ASCE, 2(3), 97-104.
    • (1997) J. Bridge Engrg. , vol.2 , Issue.3 , pp. 97-104
    • Kim, S.-J.1    Nowak, A.S.2
  • 10
    • 0034433458 scopus 로고    scopus 로고
    • Control of live load on bridges
    • Transportation Research Board, Washington, D.C.
    • Nowak, A. S., Eom, J., and Sanli, A. (2000). "Control of live load on bridges." Transp. Res. Rec. 1696, Transportation Research Board, Washington, D.C., 136-143.
    • (2000) Transp. Res. Rec. 1696 , pp. 136-143
    • Nowak, A.S.1    Eom, J.2    Sanli, A.3
  • 11
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    • Verification of girder distribution factors for short-span steel girder bridges by field testing
    • Transportation Research Board, Washington, D.C.
    • Nowak, A. S., Eom, J., Sanli, A., and Till, R. (1999). "Verification of girder distribution factors for short-span steel girder bridges by field testing." Transp. Res. Rec. 1688, Transportation Research Board, Washington, D.C., 62-75.
    • (1999) Transp. Res. Rec. 1688 , pp. 62-75
    • Nowak, A.S.1    Eom, J.2    Sanli, A.3    Till, R.4
  • 12
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    • Efficient field testing and load rating of short and medium span bridges
    • Schultz, J. L., Commander, B., Goble, G. G., and Frangopol, D. M. (1995). "Efficient field testing and load rating of short and medium span bridges." Struct. Engrg. Rev., 7(3), 181-194.
    • (1995) Struct. Engrg. Rev. , vol.7 , Issue.3 , pp. 181-194
    • Schultz, J.L.1    Commander, B.2    Goble, G.G.3    Frangopol, D.M.4
  • 13
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    • Tarhini, K. M., and Frederick, G. R. (1992). "Wheel load distribution in I-girder highway bridges." J. Struct. Engrg., ASCE, 118(5), 1285-1294.
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    • Tarhini, K.M.1    Frederick, G.R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.