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Volumn 29, Issue 12, 2007, Pages 3210-3226

Effect of approach span condition on vehicle-induced dynamic response of slab-on-girder road bridges

Author keywords

Approach span; Bridge vehicle interaction; Dynamic impact factor; Load distribution

Indexed keywords

BEAMS AND GIRDERS; BRIDGE DECKS; DYNAMIC RESPONSE; MATHEMATICAL MODELS; NUMERICAL METHODS; STRUCTURAL LOADS;

EID: 36148950167     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.10.004     Document Type: Article
Times cited : (75)

References (22)
  • 1
    • 36148971556 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO). LRFD bridge design specifications. Washington (DC). 2004
  • 2
    • 36148971145 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO). Standard specifications for highway bridges. Washington (DC). 2002
  • 3
    • 36148990193 scopus 로고    scopus 로고
    • Simulation of bridge-heavy road vehicle interaction and assessment of structure durability
    • Bruni S., Bocciolone M., and Beretta S. Simulation of bridge-heavy road vehicle interaction and assessment of structure durability. International Journal of Vehicle Design 20 1 (2003) 70-85
    • (2003) International Journal of Vehicle Design , vol.20 , Issue.1 , pp. 70-85
    • Bruni, S.1    Bocciolone, M.2    Beretta, S.3
  • 4
    • 13844276300 scopus 로고    scopus 로고
    • Predicted and measured performance of prestressed concrete bridges
    • Cai C.S., and Shahawy M. Predicted and measured performance of prestressed concrete bridges. Journal of Bridge Engineering ASCE 9 1 (2004) 4-13
    • (2004) Journal of Bridge Engineering ASCE , vol.9 , Issue.1 , pp. 4-13
    • Cai, C.S.1    Shahawy, M.2
  • 5
    • 23144460134 scopus 로고    scopus 로고
    • Structural performance of bridge approach slab under given embankment settlement
    • Cai C.S., Shi X.M., Voyiadjis G.Z., and Zhang Z.J. Structural performance of bridge approach slab under given embankment settlement. Journal of Bridge Engineering 10 4 (2005) 482-489
    • (2005) Journal of Bridge Engineering , vol.10 , Issue.4 , pp. 482-489
    • Cai, C.S.1    Shi, X.M.2    Voyiadjis, G.Z.3    Zhang, Z.J.4
  • 6
    • 23144444011 scopus 로고    scopus 로고
    • Analysis of traffic-induced vibrations in a cable-stayed bridge. Part II: Numerical modeling and stochastic simulation
    • Calcada R., Cunha A., and Delgado R. Analysis of traffic-induced vibrations in a cable-stayed bridge. Part II: Numerical modeling and stochastic simulation. Journal of Bridge Engineering 10 4 (2005) 386-397
    • (2005) Journal of Bridge Engineering , vol.10 , Issue.4 , pp. 386-397
    • Calcada, R.1    Cunha, A.2    Delgado, R.3
  • 9
    • 0029254296 scopus 로고    scopus 로고
    • Effects of heavy vehicle suspension design on the dynamics of highway bridges
    • Green M.F., Cebon D., and Cole D.J. Effects of heavy vehicle suspension design on the dynamics of highway bridges. Journal of Structural Engineering 121 2 (1997) 272-282
    • (1997) Journal of Structural Engineering , vol.121 , Issue.2 , pp. 272-282
    • Green, M.F.1    Cebon, D.2    Cole, D.J.3
  • 10
    • 0028377676 scopus 로고
    • Dynamic response of highway bridges to heavy vehicle loads: Theory and experimental validation
    • Green M.F., and Cebon D. Dynamic response of highway bridges to heavy vehicle loads: Theory and experimental validation. Journal of Sound and Vibration 170 1 (1994) 51-78
    • (1994) Journal of Sound and Vibration , vol.170 , Issue.1 , pp. 51-78
    • Green, M.F.1    Cebon, D.2
  • 11
    • 0000603445 scopus 로고    scopus 로고
    • An efficient algorithm for dynamic analysis of bridges under moving vehicles using a coupled modal and physical components approach
    • Henchi K., Fafard M., Talbot M., and Dhatt G. An efficient algorithm for dynamic analysis of bridges under moving vehicles using a coupled modal and physical components approach. Journal Sound and Vibration 212 4 (1998) 663-683
    • (1998) Journal Sound and Vibration , vol.212 , Issue.4 , pp. 663-683
    • Henchi, K.1    Fafard, M.2    Talbot, M.3    Dhatt, G.4
  • 14
    • 36148955345 scopus 로고    scopus 로고
    • International Organization for Standardization (ISO). Mechanical vibration-Road surface profiles-Reporting of measured data. ISO 8068: (E), ISO, Geneva. 1995
  • 15
    • 0031211070 scopus 로고    scopus 로고
    • Load distribution and impact factors for I-girder bridges
    • Kim S., and Nowak A.S. Load distribution and impact factors for I-girder bridges. Journal of Bridge Engineering 2 3 (1997) 97-104
    • (1997) Journal of Bridge Engineering , vol.2 , Issue.3 , pp. 97-104
    • Kim, S.1    Nowak, A.S.2
  • 16
    • 36148949633 scopus 로고    scopus 로고
    • Kostem CN. Effects of diaphragms on lateral load distribution in beam-slab bridges. Transportation research record no. 645. Washington (D.C): Transportation Research Board; 1977. p. 6-9
  • 17
    • 0030399235 scopus 로고    scopus 로고
    • Li CY. Bridge vibration and impact under moving vehicles. In: Proceedings of the 1996 3rd joint conference on engineering systems design and analysis. vol. 81 (9). 1996. p. 17-23
  • 19
    • 37249029128 scopus 로고    scopus 로고
    • Vehicle induced dynamic behavior of short span bridges considering effect of approach span condition
    • (scheduled)
    • Shi X., Cai C., and Chen S. Vehicle induced dynamic behavior of short span bridges considering effect of approach span condition. Journal of Bridge Engineering ASCE January (2008) (scheduled)
    • (2008) Journal of Bridge Engineering ASCE , Issue.January
    • Shi, X.1    Cai, C.2    Chen, S.3
  • 20
    • 36148958911 scopus 로고    scopus 로고
    • White D, Sritharan S, Suleiman M, Mekkawy M, Chetlur S. Identification of the best practices for design, construction, and repair of bridge approaches. Rep. no. CTRE Project 02-118. Ames (IA): Iowa Department of Transportation; 2005
  • 21
    • 36148934804 scopus 로고    scopus 로고
    • Wang TL, Liu CH. Influence of heavy trucks on highway bridges. Rep. no. FL/DOT/RMC/6672-379. Tallahassee (FL): Florida Department of Transportation; 2000
  • 22
    • 36148942022 scopus 로고    scopus 로고
    • Wang TL, Huang DZ. Computer modeling analysis in bridge evaluation. Rep. no. FL/DOT/RMC/0542-3394. Tallahassee (FL): Florida Department of Transportation; 1992


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.