메뉴 건너뛰기




Volumn 68, Issue 12, 2006, Pages 1232-1256

A simple finite element model for vibration analyses induced by moving vehicles

Author keywords

Damping; Finite element method; Mass; Road irregularity; Stiffness; Vehicle; Wheel

Indexed keywords

ASSEMBLY MACHINES; AUTOMOBILE SPRINGS; DAMPING; DYNAMIC MECHANICAL ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; VEHICLE WHEELS;

EID: 33845951122     PISSN: 00295981     EISSN: 10970207     Source Type: Journal    
DOI: 10.1002/nme.1748     Document Type: Article
Times cited : (44)

References (29)
  • 1
    • 0025249445 scopus 로고
    • Finite element analysis of elastic beams subjected to moving dynamic loads
    • Lin YH, Trethewey MW. Finite element analysis of elastic beams subjected to moving dynamic loads. Journal of Sound and Vibration 1990; 136:323-342.
    • (1990) Journal of Sound and Vibration , vol.136 , pp. 323-342
    • Lin, Y.H.1    Trethewey, M.W.2
  • 2
    • 0027110581 scopus 로고
    • Impact analysis of cable-stayed bridges
    • Huang D, Wang TL. Impact analysis of cable-stayed bridges. Computers and Structures 1992; 43:897-908.
    • (1992) Computers and Structures , vol.43 , pp. 897-908
    • Huang, D.1    Wang, T.L.2
  • 4
    • 0030716083 scopus 로고    scopus 로고
    • A general multi-axle vehicle model to study the bridge-vehicle interaction
    • Fafard M, Bennur M, Savard M. A general multi-axle vehicle model to study the bridge-vehicle interaction. Engineering Computations 1997; 14:491-508.
    • (1997) Engineering Computations , vol.14 , pp. 491-508
    • Fafard, M.1    Bennur, M.2    Savard, M.3
  • 5
    • 0031634637 scopus 로고    scopus 로고
    • Development of an analytical model for treating bridge-vehicle interaction
    • Tan GH, Brameld GH, Thambiratnam DP. Development of an analytical model for treating bridge-vehicle interaction. Engineering Structures 1998; 20:54-61.
    • (1998) Engineering Structures , vol.20 , pp. 54-61
    • Tan, G.H.1    Brameld, G.H.2    Thambiratnam, D.P.3
  • 6
    • 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, Dhatt G. An efficient algorithm for dynamic analysis of bridges under moving vehicles using a coupled modal and physical components approach. Journal of Sound and Vibration 1998; 212:663-683.
    • (1998) Journal of Sound and Vibration , vol.212 , pp. 663-683
    • Henchi, K.1    Fafard, M.2    Talbot, M.3    Dhatt, G.4
  • 7
    • 0032165671 scopus 로고    scopus 로고
    • Vibration of horizontally curved box bridges due to vehicles
    • Huang DZ, Wang TL, Shahawy M. Vibration of horizontally curved box bridges due to vehicles. Computers and Structures 1998; 68:513-528.
    • (1998) Computers and Structures , vol.68 , pp. 513-528
    • Huang, D.Z.1    Wang, T.L.2    Shahawy, M.3
  • 8
    • 0001223267 scopus 로고    scopus 로고
    • The resonant vibration for a simply supported girder bridge under high-speed trains
    • Li JZ, Su MB. The resonant vibration for a simply supported girder bridge under high-speed trains. Journal of Sound and Vibration 1999; 224:897-915.
    • (1999) Journal of Sound and Vibration , vol.224 , pp. 897-915
    • Li, J.Z.1    Su, M.B.2
  • 9
    • 0034300157 scopus 로고    scopus 로고
    • Dynamic interaction of long suspension bridges with running trains
    • Xia H, Xu YL, Chan THT. Dynamic interaction of long suspension bridges with running trains. Journal of Sound and Vibration 2000; 237:263-280.
    • (2000) Journal of Sound and Vibration , vol.237 , pp. 263-280
    • Xia, H.1    Xu, Y.L.2    Chan, T.H.T.3
  • 10
    • 0035931824 scopus 로고    scopus 로고
    • Impact study of cable-stayed bridge under railway traffic using various models
    • Au FTK, Wang JJ, Cheung YK. Impact study of cable-stayed bridge under railway traffic using various models. Journal of Sound and Vibration 2001; 240:447-465.
    • (2001) Journal of Sound and Vibration , vol.240 , pp. 447-465
    • Au, F.T.K.1    Wang, J.J.2    Cheung, Y.K.3
  • 12
    • 0035281154 scopus 로고    scopus 로고
    • Impact study for multi-girder bridge based on correlated road roughness
    • Liu CH, Wang TL, Huang DZ. Impact study for multi-girder bridge based on correlated road roughness. Structural Engineering and Mechanics 2001; 11:259-272.
    • (2001) Structural Engineering and Mechanics , vol.11 , pp. 259-272
    • Liu, C.H.1    Wang, T.L.2    Huang, D.Z.3
  • 13
    • 0037018516 scopus 로고    scopus 로고
    • Dynamic load on continuous multi-lane bridge deck front moving vehicles
    • Zhu XQ, Law SS. Dynamic load on continuous multi-lane bridge deck front moving vehicles. Journal of Sound and Vibration 2002; 251:697-716.
    • (2002) Journal of Sound and Vibration , vol.251 , pp. 697-716
    • Zhu, X.Q.1    Law, S.S.2
  • 14
    • 0141791121 scopus 로고    scopus 로고
    • A new three-dimensional finite element analysis model of high-speed train-bridge interactions
    • Song MK, Noh HC, Choi CK. A new three-dimensional finite element analysis model of high-speed train-bridge interactions. Engineering Structures 2003; 25:1611-1626.
    • (2003) Engineering Structures , vol.25 , pp. 1611-1626
    • Song, M.K.1    Noh, H.C.2    Choi, C.K.3
  • 15
    • 0037871989 scopus 로고    scopus 로고
    • Three dimensional modeling and dynamic analysis of four-wheel-steering vehicles
    • Hu HY, Han Q. Three dimensional modeling and dynamic analysis of four-wheel-steering vehicles. Acta Mechanica Sinica 2003; 19:79-88.
    • (2003) Acta Mechanica Sinica , vol.19 , pp. 79-88
    • Hu, H.Y.1    Han, Q.2
  • 16
    • 0742304649 scopus 로고    scopus 로고
    • Dynamic behavior of two-span continuous concrete bridges under moving high-speed train
    • Kwark JW, Choi ES, Kim YJ, Kim BS, Kim SI. Dynamic behavior of two-span continuous concrete bridges under moving high-speed train. Computers and Structures 2004; 82:463-474.
    • (2004) Computers and Structures , vol.82 , pp. 463-474
    • Kwark, J.W.1    Choi, E.S.2    Kim, Y.J.3    Kim, B.S.4    Kim, S.I.5
  • 17
    • 9644301106 scopus 로고    scopus 로고
    • Assessing tire forces due to roadway unevenness by the pothole dynamic amplification factor method
    • Pesterev AV, Bergman LA, Tan CA, Yang B. Assessing tire forces due to roadway unevenness by the pothole dynamic amplification factor method. Journal of Sound and Vibration 2005; 279:817-841.
    • (2005) Journal of Sound and Vibration , vol.279 , pp. 817-841
    • Pesterev, A.V.1    Bergman, L.A.2    Tan, C.A.3    Yang, B.4
  • 18
    • 11944252107 scopus 로고    scopus 로고
    • Formulation of equations of motion of finite element form for vehicle-track-bridge interaction system with two types of vehicle model
    • Lou P, Zeng QY. Formulation of equations of motion of finite element form for vehicle-track-bridge interaction system with two types of vehicle model. International Journal for Numerical Methods in Engineering 2005; 62:435-474.
    • (2005) International Journal for Numerical Methods in Engineering , vol.62 , pp. 435-474
    • Lou, P.1    Zeng, Q.Y.2
  • 19
    • 0022421011 scopus 로고
    • Finite-element, modal coordinate analysis of structures subjected to moving loads
    • Olsson M. Finite-element, modal coordinate analysis of structures subjected to moving loads. Journal of Sound and Vibration 1985; 99:1-12.
    • (1985) Journal of Sound and Vibration , vol.99 , pp. 1-12
    • Olsson, M.1
  • 20
    • 0029411349 scopus 로고
    • Vehicle-bridge interaction analysis by dynamic condensation method
    • (ASCE)
    • Yang YB, Lin BH. Vehicle-bridge interaction analysis by dynamic condensation method. Journal of Structural Engineering (ASCE) 1995; 121:1636-1643.
    • (1995) Journal of Structural Engineering , vol.121 , pp. 1636-1643
    • Yang, Y.B.1    Lin, B.H.2
  • 21
    • 0035546205 scopus 로고    scopus 로고
    • Vibration of railway bridges under a moving train by using bridge-track-vehicle element
    • Cheng YS, Au FTK, Cheung YK. Vibration of railway bridges under a moving train by using bridge-track-vehicle element. Engineering Structures 2001; 23:1597-1606.
    • (2001) Engineering Structures , vol.23 , pp. 1597-1606
    • Cheng, Y.S.1    Au, F.T.K.2    Cheung, Y.K.3
  • 22
    • 0035405545 scopus 로고    scopus 로고
    • Three-dimensional analysis of train-rail-bridge interaction problems
    • Wu YS, Yang YB, Yau JD. Three-dimensional analysis of train-rail-bridge interaction problems. Vehicle System Dynamics 2001; 36:1-35.
    • (2001) Vehicle System Dynamics , vol.36 , pp. 1-35
    • Wu, Y.S.1    Yang, Y.B.2    Yau, J.D.3
  • 24
    • 0030953428 scopus 로고    scopus 로고
    • Mass types, element orders and solving schemes for the Richards equation
    • Ju SH, Kung JS. Mass types, element orders and solving schemes for the Richards equation. Computers and Geosciences 1997; 23:175-187.
    • (1997) Computers and Geosciences , vol.23 , pp. 175-187
    • Ju, S.H.1    Kung, J.S.2
  • 25
    • 0037199372 scopus 로고    scopus 로고
    • Finite element analyses of wave propagations due to high-speed train across bridges
    • Ju SH. Finite element analyses of wave propagations due to high-speed train across bridges. International Journal for Numerical Methods in Engineering 2002; 54:1391-1408.
    • (2002) International Journal for Numerical Methods in Engineering , vol.54 , pp. 1391-1408
    • Ju, S.H.1
  • 26
    • 3242676983 scopus 로고    scopus 로고
    • 3D Finite element analyses of wave barriers for reduction of train-induced vibrations
    • (ASCE)
    • Ju SH. 3D Finite element analyses of wave barriers for reduction of train-induced vibrations. Journal of Geotechnical and Geoenvironmental Engineering (ASCE) 2004; 130:740-748.
    • (2004) Journal of Geotechnical and Geoenvironmental Engineering , vol.130 , pp. 740-748
    • Ju, S.H.1
  • 28
    • 0026771589 scopus 로고
    • Generic criteria for vibration sensitive equipment
    • Gordon CG. Generic criteria for vibration sensitive equipment. SPIE 1991; 1619:71-75.
    • (1991) SPIE , vol.1619 , pp. 71-75
    • Gordon, C.G.1
  • 29
    • 0142247114 scopus 로고    scopus 로고
    • Resonance characteristics of high-speed trains passing simply supported bridges
    • Ju SH, Lin HT. Resonance characteristics of high-speed trains passing simply supported bridges. Journal of Sound and Vibration 2003; 267:1127-1141.
    • (2003) Journal of Sound and Vibration , vol.267 , pp. 1127-1141
    • Ju, S.H.1    Lin, H.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.