메뉴 건너뛰기




Volumn 5, Issue 4, 2000, Pages 284-292

Experimental verification of horizontally curved I-girder bridge behavior

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BENDING MOMENTS; DYNAMIC LOADS; HIGHWAY BRIDGES; MATHEMATICAL MODELS; SHEAR STRESS; SPECIFICATIONS; STRUCTURAL ANALYSIS;

EID: 0034324285     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2000)5:4(284)     Document Type: Article
Times cited : (20)

References (19)
  • 2
    • 0004002449 scopus 로고    scopus 로고
    • Washington, D.C.
    • American Association of State Highway Transportation Officials (AASHTO). (1996). "Standard specifications for highway bridges." Washington, D.C.
    • (1996) Standard Specifications for Highway Bridges
  • 3
    • 0003510441 scopus 로고    scopus 로고
    • Washington, D.C.
    • American Association of State Highway Transportation Officials (AASHTO). (1998). "LRFD bridge design specifications." Washington, D.C.
    • (1998) LRFD Bridge Design Specifications
  • 4
    • 0024065735 scopus 로고
    • Lateral distribution factors for highway bridges
    • Bakht, B., and Moses, F. (1988). "Lateral distribution factors for highway bridges." J. Struct. Engrg., ASCE, 114(8), 1785-1803.
    • (1988) J. Struct. Engrg., ASCE , vol.114 , Issue.8 , pp. 1785-1803
    • Bakht, B.1    Moses, F.2
  • 5
    • 0343910885 scopus 로고
    • Analysis of curved girder bridges
    • Bell, L. C., and Heins, C. P. (1970). "Analysis of curved girder bridges." J. Struct. Div., ASCE, 96(8), 1657-1673.
    • (1970) J. Struct. Div., ASCE , vol.96 , Issue.8 , pp. 1657-1673
    • Bell, L.C.1    Heins, C.P.2
  • 6
    • 0022801856 scopus 로고
    • Distribution factors for curved I-girder bridges
    • Brockenbrough, R. L. (1986). "Distribution factors for curved I-girder bridges." J. Struct. Engrg., ASCE, 112(10), 2200-2215.
    • (1986) J. Struct. Engrg., ASCE , vol.112 , Issue.10 , pp. 2200-2215
    • Brockenbrough, R.L.1
  • 7
    • 0021587812 scopus 로고
    • Horizontally curved I-girder bridge analysis: V-load method
    • Transportation Research Board, Washington, D.C.
    • Grubb, M. A. (1984). "Horizontally curved I-girder bridge analysis: V-load method." Transp. Res. Rec. 982, Transportation Research Board, Washington, D.C., 26-35.
    • (1984) Transp. Res. Rec. , vol.982 , pp. 26-35
    • Grubb, M.A.1
  • 8
    • 0015202824 scopus 로고
    • Behavior of curved bridge models
    • Heins, C. P., and Bonakdarpour, B. (1971). "Behavior of curved bridge models." Public Roads J., 36(11), 240-251.
    • (1971) Public Roads J. , vol.36 , Issue.11 , pp. 240-251
    • Heins, C.P.1    Bonakdarpour, B.2
  • 9
    • 0029410968 scopus 로고
    • Dynamic behavior of horizontally curved I-girder bridges
    • Huang, D., Wang, T., and Shahawy, M. (1995). "Dynamic behavior of horizontally curved I-girder bridges." Comp. and Struct., 57(4), 703-714.
    • (1995) Comp. and Struct. , vol.57 , Issue.4 , pp. 703-714
    • Huang, D.1    Wang, T.2    Shahawy, M.3
  • 11
    • 0031211070 scopus 로고    scopus 로고
    • Load distribution and impact factors for I-girder bridges
    • 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., ASCE , vol.2 , Issue.3 , pp. 97-104
    • Kim, S.1    Nowak, A.S.2
  • 12
    • 0033366560 scopus 로고    scopus 로고
    • Dynamic load allowance for through-truss bridges
    • Laman, J. A., Pechar, J. S., and Boothby, T. E. (1999). "Dynamic load allowance for through-truss bridges." J. Bridge Engrg., ASCE, 4(4), 231-241.
    • (1999) J. Bridge Engrg., ASCE , vol.4 , Issue.4 , pp. 231-241
    • Laman, J.A.1    Pechar, J.S.2    Boothby, T.E.3
  • 14
    • 33745305903 scopus 로고    scopus 로고
    • Dynamic impact factors for bridges
    • Transportation Research Board, Washington, D.C.
    • McLean, D. A., and Marsh, M. L. (1998). "Dynamic impact factors for bridges." Synthesis of Hwy. Pract. 266, Transportation Research Board, Washington, D.C.
    • (1998) Synthesis of Hwy. Pract. , vol.266
    • McLean, D.A.1    Marsh, M.L.2
  • 15
    • 0002265646 scopus 로고
    • Dynamic load spectra for girder bridges
    • Transportation Research Board, Washington, D.C.
    • Nassif, H. H., and Nowak, A. S. (1995). "Dynamic load spectra for girder bridges." Transp. Res. Rec. 1476, Transportation Research Board, Washington, D.C., 69-83.
    • (1995) Transp. Res. Rec. 1476 , pp. 69-83
    • Nassif, H.H.1    Nowak, A.S.2
  • 18
    • 0343039264 scopus 로고
    • Static and dynamic analysis of horizontally curved I-girder bridges
    • Dept. of Civ. and Urban Engrg., University of Pennsylvania, Philadelphia
    • Shore, S., and Chaudhuri, S. (1974). "Static and dynamic analysis of horizontally curved I-girder bridges." CURT Rep. No. T0374, Res. Proj. HPR-2(111), Dept. of Civ. and Urban Engrg., University of Pennsylvania, Philadelphia.
    • (1974) CURT Rep. No. T0374, Res. Proj. HPR-2(111)
    • Shore, S.1    Chaudhuri, S.2
  • 19
    • 0342724538 scopus 로고
    • Distribution of wheel loads on highway bridges
    • Transportation Research Board, Washington, D.C.
    • Zokaie, T. Osterkamp, T. A., and Imbsen, R. A. (1991). "Distribution of wheel loads on highway bridges." Final Rep., NCHRP 12-2611, Transportation Research Board, Washington, D.C.
    • (1991) Final Rep., NCHRP 12-2611
    • Zokaie, T.1    Osterkamp, T.A.2    Imbsen, R.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.