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Volumn 329, Issue 11, 2010, Pages 2127-2146

Critical speed for the dynamics of truck events on bridges with a smooth road surface

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE DYNAMICS; BRIDGE RESPONSE; CRITICAL SPEED; DASHPOTS; DYNAMIC AMPLIFICATION; FIELD MEASUREMENT; NUMERICAL MODELS; PLATE MODEL; POINT LOAD; ROAD PROFILE; ROAD ROUGHNESS; SIMPLE MODEL; SITE-SPECIFIC; SMOOTH ROAD SURFACE; SMOOTH SURFACE; THEORETICAL PATTERNS; TWO-LANE BRIDGE;

EID: 75949130068     PISSN: 0022460X     EISSN: 10958568     Source Type: Journal    
DOI: 10.1016/j.jsv.2010.01.002     Document Type: Article
Times cited : (22)

References (34)
  • 1
    • 0343480945 scopus 로고    scopus 로고
    • Traffic data for highway bridge loading
    • Transport Research Laboratory
    • N.J. Ricketts, J. Page, Traffic data for highway bridge loading, TRL Report 251, Transport Research Laboratory, 1997.
    • (1997) TRL Report , vol.251
    • Ricketts, N.J.1    Page, J.2
  • 3
    • 32944461991 scopus 로고    scopus 로고
    • The effect of vehicle velocity on the dynamic amplification of a vehicle crossing a simply supported bridge
    • Brady S.P., OBrien E.J., and Žnidarič A. The effect of vehicle velocity on the dynamic amplification of a vehicle crossing a simply supported bridge. ASCE Journal of Bridge Engineering 11 2 (2006) 241-249
    • (2006) ASCE Journal of Bridge Engineering , vol.11 , Issue.2 , pp. 241-249
    • Brady, S.P.1    OBrien, E.J.2    Žnidarič, A.3
  • 4
    • 33644939113 scopus 로고    scopus 로고
    • Dynamic interaction of heavy vehicles with roads and bridges
    • DIVINE Programme, Ottawa, Canada, June
    • DIVINE Programme, Dynamic interaction of heavy vehicles with roads and bridges, DIVINE Concluding Conference, Ottawa, Canada, June, 1997.
    • (1997) DIVINE Concluding Conference
  • 5
    • 0036800147 scopus 로고    scopus 로고
    • Dynamic response of a flexural non-classically damped continuous beam under moving loadings
    • Greco A., and Santini A. Dynamic response of a flexural non-classically damped continuous beam under moving loadings. Computers and Structures 80 (2002) 1945-1953
    • (2002) Computers and Structures , vol.80 , pp. 1945-1953
    • Greco, A.1    Santini, A.2
  • 6
    • 0029254296 scopus 로고
    • Effects of vehicle suspension design on dynamics of highway bridges
    • Green M.F., Cebon D., and Cole D.J. Effects of vehicle suspension design on dynamics of highway bridges. ASCE Journal of Structural Engineering 121 2 (1995) 272-282
    • (1995) ASCE Journal of Structural Engineering , vol.121 , Issue.2 , pp. 272-282
    • Green, M.F.1    Cebon, D.2    Cole, D.J.3
  • 7
    • 0030716083 scopus 로고    scopus 로고
    • A general multi-axle vehicle model to study the bridge-vehicle interaction
    • Fafard M., Bennur M., and Savard M. A general multi-axle vehicle model to study the bridge-vehicle interaction. Engineering Computations 15 5 (1997) 491-508
    • (1997) Engineering Computations , vol.15 , Issue.5 , pp. 491-508
    • Fafard, M.1    Bennur, M.2    Savard, M.3
  • 8
    • 0036684184 scopus 로고    scopus 로고
    • Analytical dynamic impact study based on correlated road roughness
    • Liu C., Huang D., and Wang T.L. Analytical dynamic impact study based on correlated road roughness. Computers and Structures 80 (2002) 1639-1650
    • (2002) Computers and Structures , vol.80 , pp. 1639-1650
    • Liu, C.1    Huang, D.2    Wang, T.L.3
  • 9
    • 0026419525 scopus 로고
    • On the fundamental moving load problem
    • Olsson M. On the fundamental moving load problem. Journal of Sound and Vibration 154 2 (1991) 299-307
    • (1991) Journal of Sound and Vibration , vol.154 , Issue.2 , pp. 299-307
    • Olsson, M.1
  • 11
    • 50149086518 scopus 로고    scopus 로고
    • Determination of bridge lifetime DAF using finite element analysis of critical loading scenarios
    • González A., Rattigan P., OBrien E., and Caprani C. Determination of bridge lifetime DAF using finite element analysis of critical loading scenarios. Engineering Structures 30 9 (2008) 2330-2337
    • (2008) Engineering Structures , vol.30 , Issue.9 , pp. 2330-2337
    • González, A.1    Rattigan, P.2    OBrien, E.3    Caprani, C.4
  • 12
    • 32944478742 scopus 로고    scopus 로고
    • The effect of vehicle velocity on the dynamic amplification of two vehicles crossing a simply supported bridge
    • Brady S.P., and OBrien E.J. The effect of vehicle velocity on the dynamic amplification of two vehicles crossing a simply supported bridge. ASCE Journal of Bridge Engineering 11 2 (2006) 250-256
    • (2006) ASCE Journal of Bridge Engineering , vol.11 , Issue.2 , pp. 250-256
    • Brady, S.P.1    OBrien, E.J.2
  • 15
    • 0029411377 scopus 로고
    • Impact formulas for vehicles moving over simple and continuous beams
    • Yang Y.B., Liao S.S., and Lin B.H. Impact formulas for vehicles moving over simple and continuous beams. ASCE Journal of Structural Engineering 121 11 (1995) 1644-1650
    • (1995) ASCE Journal of Structural Engineering , vol.121 , Issue.11 , pp. 1644-1650
    • Yang, Y.B.1    Liao, S.S.2    Lin, B.H.3
  • 16
    • 0037018516 scopus 로고    scopus 로고
    • Dynamic load on continuous multi-lane bridge deck from moving vehicles
    • Zhu X.Q., and Law S.S. Dynamic load on continuous multi-lane bridge deck from moving vehicles. Journal of Sound and Vibration 251 4 (2002) 697-716
    • (2002) Journal of Sound and Vibration , vol.251 , Issue.4 , pp. 697-716
    • Zhu, X.Q.1    Law, S.S.2
  • 18
    • 75949118033 scopus 로고    scopus 로고
    • Assessment and rehabilitation of central European Highway Structures
    • ARCHES Programme, WP 2:, accessed December 9, 2009
    • ARCHES Programme, Assessment and rehabilitation of central European Highway Structures. WP 2: Structural Assessment and Monitoring, EU Sixth Framework, 2006-2009. 〈http://arches.fehrl.org/〉 accessed December 9, 2009.
    • (2006) Structural Assessment and Monitoring, EU Sixth Framework
  • 20
    • 0004235292 scopus 로고    scopus 로고
    • The Mathworks, Inc, Version 6, USA
    • The Mathworks, Inc., Using MATLAB, Version 6, USA, 2003. 〈http://www.mathworks.com〉.
    • (2003) Using MATLAB
  • 22
    • 65249124067 scopus 로고    scopus 로고
    • The influence of pre-existing vibrations on the dynamic response of medium-span bridges
    • Rattigan P., González A., and O'Brien E. The influence of pre-existing vibrations on the dynamic response of medium-span bridges. Canadian Journal of Civil Engineering 36 1 (2009) 73-74
    • (2009) Canadian Journal of Civil Engineering , vol.36 , Issue.1 , pp. 73-74
    • Rattigan, P.1    González, A.2    O'Brien, E.3
  • 23
    • 0347060198 scopus 로고
    • The Y-beam: a replacement for the M-beam in beam-and-slab bridge decks
    • Taylor H.P.J., Clark L.A., and Banks C.C. The Y-beam: a replacement for the M-beam in beam-and-slab bridge decks. The Structural Engineer 68 23 (1990) 459-465
    • (1990) The Structural Engineer , vol.68 , Issue.23 , pp. 459-465
    • Taylor, H.P.J.1    Clark, L.A.2    Banks, C.C.3
  • 24
    • 0040171151 scopus 로고    scopus 로고
    • The precast concrete bridge beam: the first 50 years
    • Taylor H.P.J. The precast concrete bridge beam: the first 50 years. The Structural Engineer 76 21 (1998) 407-414
    • (1998) The Structural Engineer , vol.76 , Issue.21 , pp. 407-414
    • Taylor, H.P.J.1
  • 29
    • 33847253391 scopus 로고    scopus 로고
    • Reduction of bridge dynamic amplification through adjustment of vehicle suspension damping
    • Harris N.K., OBrien E.J., and González A. Reduction of bridge dynamic amplification through adjustment of vehicle suspension damping. Journal of Sound and Vibration 302 3 (2007) 471-485
    • (2007) Journal of Sound and Vibration , vol.302 , Issue.3 , pp. 471-485
    • Harris, N.K.1    OBrien, E.J.2    González, A.3
  • 31
    • 0020779337 scopus 로고
    • Artificial generation of road surface topography by the inverse F.F.T. method
    • 10.1080/00423118308968747
    • Cebon D., and Newland D.E. Artificial generation of road surface topography by the inverse F.F.T. method. Vehicle System Dynamics 12 1 (1983) 160-165 10.1080/00423118308968747
    • (1983) Vehicle System Dynamics , vol.12 , Issue.1 , pp. 160-165
    • Cebon, D.1    Newland, D.E.2
  • 32
    • 33644966145 scopus 로고    scopus 로고
    • The development of a dynamic amplification estimator for bridges with good road profiles
    • Li Y.Y., OBrien E.J., and González A. The development of a dynamic amplification estimator for bridges with good road profiles. Journal of Sound and Vibration 293 1-2 (2006) 125-137
    • (2006) Journal of Sound and Vibration , vol.293 , Issue.1-2 , pp. 125-137
    • Li, Y.Y.1    OBrien, E.J.2    González, A.3
  • 33
    • 70449635394 scopus 로고    scopus 로고
    • Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges
    • Deng L., and Cai C.S. Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges. Engineering Structures 32 (2010) 21-31
    • (2010) Engineering Structures , vol.32 , pp. 21-31
    • Deng, L.1    Cai, C.S.2
  • 34
    • 68649117404 scopus 로고    scopus 로고
    • Experimental testing of a moving force identification bridge weigh-in-motion algorithm
    • 10.1007/s11340-008-9188-3
    • Rowley C.W., OBrien E.J., González A., and Žnidarič A. Experimental testing of a moving force identification bridge weigh-in-motion algorithm. Experimental Mechanics 49 5 (2009) 743-746 10.1007/s11340-008-9188-3
    • (2009) Experimental Mechanics , vol.49 , Issue.5 , pp. 743-746
    • Rowley, C.W.1    OBrien, E.J.2    González, A.3    Žnidarič, A.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.