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Volumn 4, Issue 4, 1999, Pages 231-241

Dynamic load allowance for through-truss bridges

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL METHODS; DYNAMIC RESPONSE; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

EID: 0033366560     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1999)4:4(231)     Document Type: Article
Times cited : (26)

References (18)
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    • Billings, J. R. (1984). "Dynamic loading and testing of bridges in Ontario." Can. J. Civ. Engrg., Ottawa, 11(4), 833-843.
    • (1984) Can. J. Civ. Engrg. , vol.11 , Issue.4 , pp. 833-843
    • Billings, J.R.1
  • 3
    • 0003329125 scopus 로고
    • Vehicle model for highway bridge impact
    • ASCE
    • Chan, T. H. T., and O'Conner, C. (1990). "Vehicle model for highway bridge impact." J. Struct. Engrg., ASCE, 116(7), 1772-1793.
    • (1990) J. Struct. Engrg. , vol.116 , Issue.7 , pp. 1772-1793
    • Chan, T.H.T.1    O'Conner, C.2
  • 6
    • 84930767974 scopus 로고
    • Simulation of dynamic load for bridges
    • ASCE
    • Hwang, E. S., and Nowak, A. S. (1991). "Simulation of dynamic load for bridges." J. Struct. Engrg., ASCE, 117(5), 1413-1434.
    • (1991) J. Struct. Engrg. , vol.117 , Issue.5 , pp. 1413-1434
    • Hwang, E.S.1    Nowak, A.S.2
  • 8
    • 0031211070 scopus 로고    scopus 로고
    • Load distribution and impact factors for I-girder bridges
    • ASCE
    • Kim, S., 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.1    Nowak, A.S.2
  • 10
    • 0002265646 scopus 로고
    • Dynamic load spectra for girder bridges
    • Transportation Research Board, National Research Council, Washington, D.C.
    • Nassif, H. H., and Nowak, A. S. (1995). "Dynamic load spectra for girder bridges." Transp. Res. Rec. 1476, Transportation Research Board, National Research Council, Washington, D.C., 69-83.
    • (1995) Transp. Res. Rec. 1476 , pp. 69-83
    • Nassif, H.H.1    Nowak, A.S.2
  • 11
    • 0022025256 scopus 로고
    • Impact studies on small composite girder bridge
    • ASCE
    • O'Conner, C., and Pritchard, R. W. (1985). "Impact studies on small composite girder bridge." J. Struct. Engrg., ASCE, 111(3), 641-653.
    • (1985) J. Struct. Engrg. , vol.111 , Issue.3 , pp. 641-653
    • O'Conner, C.1    Pritchard, R.W.2
  • 12
    • 0004112090 scopus 로고
    • Ministry of Transportation and Communication, Highway Engineering Division, Ontario, Canada
    • Ontario highway bridge design code. (1991). Ministry of Transportation and Communication, Highway Engineering Division, Ontario, Canada.
    • (1991) Ontario Highway Bridge Design Code
  • 13
    • 0001229758 scopus 로고
    • Bridge dynamics and dynamic amplification factors: A review of analytical and experimental findings
    • Ottawa
    • Paultre, P., Chaallal, O., and Proulx, J. (1992). "Bridge dynamics and dynamic amplification factors: A review of analytical and experimental findings." Can. J. Civ. Engrg., Ottawa, 19, 260-278.
    • (1992) Can. J. Civ. Engrg. , vol.19 , pp. 260-278
    • Paultre, P.1    Chaallal, O.2    Proulx, J.3
  • 14
    • 0028977273 scopus 로고
    • Dynamic testing procedures for highway bridges using traffic loads
    • ASCE
    • Paultry, P., Proulx, J., and Talbot, M. (1995). "Dynamic testing procedures for highway bridges using traffic loads." J. Struct. Engrg., ASCE, 121(2), 362-376.
    • (1995) J. Struct. Engrg. , vol.121 , Issue.2 , pp. 362-376
    • Paultry, P.1    Proulx, J.2    Talbot, M.3
  • 15
    • 0342834220 scopus 로고    scopus 로고
    • MS dissertation, Dept. of Civ. and Envir. Engrg., Pennsylvania State University, University Park, Pa.
    • Pechar, J. S. (1997). "Dynamic load factors for through-truss bridges," MS dissertation, Dept. of Civ. and Envir. Engrg., Pennsylvania State University, University Park, Pa.
    • (1997) Dynamic Load Factors for Through-truss Bridges
    • Pechar, J.S.1
  • 18
    • 0343860130 scopus 로고
    • Computer modeling analysis for highway steel bridge vibration
    • ASCE
    • Wang, T., Shahawy, M., and Huang, D. (1992). "Computer modeling analysis for highway steel bridge vibration." J. Comp. in Civ. Engrg., ASCE, 6(2), 679-686.
    • (1992) J. Comp. in Civ. Engrg. , vol.6 , Issue.2 , pp. 679-686
    • Wang, T.1    Shahawy, M.2    Huang, D.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.