메뉴 건너뛰기




Volumn 26, Issue 1, 2007, Pages 33-54

The effect of the interface conditions on the dynamic response of a beam on a half-space to a moving load

Author keywords

Dynamic stiffness; Ground vibrations; Half space; Interface conditions; Railway track

Indexed keywords

MATHEMATICAL MODELS; RAILROAD TRACKS; SOILS; STEEL BEAMS AND GIRDERS; STIFFNESS; TORSIONAL STRESS; TRACTION (FRICTION);

EID: 33845414619     PISSN: 09977538     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.euromechsol.2006.03.003     Document Type: Article
Times cited : (67)

References (33)
  • 1
    • 24344485187 scopus 로고    scopus 로고
    • Reduction of ground vibration by means of barriers or soil improvement along a railway track
    • Andersen L., and Nielsen S.R.K. Reduction of ground vibration by means of barriers or soil improvement along a railway track. Soil Dynam. Earthquake Engrg. 25 (2005) 701-716
    • (2005) Soil Dynam. Earthquake Engrg. , vol.25 , pp. 701-716
    • Andersen, L.1    Nielsen, S.R.K.2
  • 2
    • 17444376821 scopus 로고    scopus 로고
    • The excitation of ground vibration by rail traffic: theory of vehicle-track-soil interaction and measurements on high-speed lines
    • Auersch L. The excitation of ground vibration by rail traffic: theory of vehicle-track-soil interaction and measurements on high-speed lines. J. Sound Vib. 284 (2005) 103-132
    • (2005) J. Sound Vib. , vol.284 , pp. 103-132
    • Auersch, L.1
  • 3
    • 26644465527 scopus 로고    scopus 로고
    • Dynamics of the railway track and the underlying soil: the boundary-element solution, theoretical results and their experimental verification
    • Auersch L. Dynamics of the railway track and the underlying soil: the boundary-element solution, theoretical results and their experimental verification. Vehicle System Dynam. 43 9 (2005) 671-695
    • (2005) Vehicle System Dynam. , vol.43 , Issue.9 , pp. 671-695
    • Auersch, L.1
  • 4
    • 0034850123 scopus 로고    scopus 로고
    • An efficient formulation of Krylov's prediction model for train induced vibrations based on the dynamic reciprocity theorem
    • Degrande G., and Lombaert G. An efficient formulation of Krylov's prediction model for train induced vibrations based on the dynamic reciprocity theorem. J. Acoust. Soc. Am. 110 3 (2001) 1379-1390
    • (2001) J. Acoust. Soc. Am. , vol.110 , Issue.3 , pp. 1379-1390
    • Degrande, G.1    Lombaert, G.2
  • 5
    • 0035846033 scopus 로고    scopus 로고
    • Free field vibrations during the passage of a thalys high-speed train at variable speed
    • Degrande G., and Schillemans L. Free field vibrations during the passage of a thalys high-speed train at variable speed. J. Sound Vib. 247 1 (2001) 131-144
    • (2001) J. Sound Vib. , vol.247 , Issue.1 , pp. 131-144
    • Degrande, G.1    Schillemans, L.2
  • 6
    • 0029754308 scopus 로고    scopus 로고
    • The equivalent stiffness of a half-space interacting with a beam. Critical velocities of a moving load along the beam
    • Dieterman H.A., and Metrikine A.V. The equivalent stiffness of a half-space interacting with a beam. Critical velocities of a moving load along the beam. Eur. J. Mech. A Solids 15 1 (1996) 67-90
    • (1996) Eur. J. Mech. A Solids , vol.15 , Issue.1 , pp. 67-90
    • Dieterman, H.A.1    Metrikine, A.V.2
  • 7
    • 0030677092 scopus 로고    scopus 로고
    • Steady-state displacements of an elastic half-space due to a uniformly moving constant load
    • Dieterman H.A., and Metrikine A.V. Steady-state displacements of an elastic half-space due to a uniformly moving constant load. Eur. J. Mech. A Solids 16 2 (1997) 295-306
    • (1997) Eur. J. Mech. A Solids , vol.16 , Issue.2 , pp. 295-306
    • Dieterman, H.A.1    Metrikine, A.V.2
  • 8
    • 0002750649 scopus 로고
    • Steady-state vibrations of an infinite beam on elastic half-space subjected to a moving load
    • (transl. from Russian)
    • Filippov A.P. Steady-state vibrations of an infinite beam on elastic half-space subjected to a moving load. Izvest. AN SSSR OTN Meh. Mashinostr. 6 (1961) 97-105 (transl. from Russian)
    • (1961) Izvest. AN SSSR OTN Meh. Mashinostr. , vol.6 , pp. 97-105
    • Filippov, A.P.1
  • 9
    • 27244441794 scopus 로고    scopus 로고
    • Local and global shape functions in a boundary element formulation for the calculation of traffic induced vibrations
    • François S., Lombaert G., and Degrande G. Local and global shape functions in a boundary element formulation for the calculation of traffic induced vibrations. Soil Dynam. Earthquake Engrg. 25 (2005) 839-856
    • (2005) Soil Dynam. Earthquake Engrg. , vol.25 , pp. 839-856
    • François, S.1    Lombaert, G.2    Degrande, G.3
  • 10
    • 0034156333 scopus 로고    scopus 로고
    • Simulations of ground vibration from a moving harmonic load on a railway track
    • Jones C.J.C., Sheng X., and Petyt M. Simulations of ground vibration from a moving harmonic load on a railway track. J. Sound Vib. 231 3 (2000) 739-751
    • (2000) J. Sound Vib. , vol.231 , Issue.3 , pp. 739-751
    • Jones, C.J.C.1    Sheng, X.2    Petyt, M.3
  • 11
    • 32844470983 scopus 로고    scopus 로고
    • An analytical model for train-induced ground vibrations from railways
    • Karlström A., and Boström A. An analytical model for train-induced ground vibrations from railways. J. Sound Vib. 292 1-2 (2006) 221-241
    • (2006) J. Sound Vib. , vol.292 , Issue.1-2 , pp. 221-241
    • Karlström, A.1    Boström, A.2
  • 12
    • 0033824104 scopus 로고    scopus 로고
    • Ground vibration from high-speed trains: prediction and countermeasure
    • Kaynia A.M., Madshus C., and Zackrisson P. Ground vibration from high-speed trains: prediction and countermeasure. J. Geotechn. Geoenvironmental Eng. 126 6 (2000) 531-537
    • (2000) J. Geotechn. Geoenvironmental Eng. , vol.126 , Issue.6 , pp. 531-537
    • Kaynia, A.M.1    Madshus, C.2    Zackrisson, P.3
  • 13
    • 0034156535 scopus 로고    scopus 로고
    • Load motion along a beam on a viscoelastic half-space
    • Kononov A.V., and Wolfert R.A.M. Load motion along a beam on a viscoelastic half-space. Eur. J. Mech. A Solids 19 (2000) 361-371
    • (2000) Eur. J. Mech. A Solids , vol.19 , pp. 361-371
    • Kononov, A.V.1    Wolfert, R.A.M.2
  • 14
    • 0016453935 scopus 로고
    • An axially stressed railroad track on an elastic continuum subjected to a moving load
    • Labra J.J. An axially stressed railroad track on an elastic continuum subjected to a moving load. Acta Mech. 22 (1975) 113-129
    • (1975) Acta Mech. , vol.22 , pp. 113-129
    • Labra, J.J.1
  • 15
    • 33845467449 scopus 로고    scopus 로고
    • Lansing D.L., 1966. The displacements in an elastic half-space due to a moving concentrated normal load. Nasa technical report, TR R-238
  • 16
    • 0032046164 scopus 로고    scopus 로고
    • A fast algorithm for soil dynamics calculations by wavelet decomposition
    • Lieb M., and Sudret B. A fast algorithm for soil dynamics calculations by wavelet decomposition. Arch. Appl. Mech. 68 (1998) 147-157
    • (1998) Arch. Appl. Mech. , vol.68 , pp. 147-157
    • Lieb, M.1    Sudret, B.2
  • 17
    • 0032216937 scopus 로고    scopus 로고
    • The displacements in an elastic half-space when a load moves along a beam lying on its surface
    • Lipen A.B., and Chigarev A.V. The displacements in an elastic half-space when a load moves along a beam lying on its surface. J. Appl. Math. Mech. 62 5 (1998) 791-796
    • (1998) J. Appl. Math. Mech. , vol.62 , Issue.5 , pp. 791-796
    • Lipen, A.B.1    Chigarev, A.V.2
  • 18
    • 0037627712 scopus 로고    scopus 로고
    • The experimental validation of a numerical model for the prediction of the vibrations in the free field produced by road traffic
    • Lombaert G., and Degrande G. The experimental validation of a numerical model for the prediction of the vibrations in the free field produced by road traffic. J. Sound Vib. 262 (2003) 309-331
    • (2003) J. Sound Vib. , vol.262 , pp. 309-331
    • Lombaert, G.1    Degrande, G.2
  • 20
    • 4644299138 scopus 로고    scopus 로고
    • The non-stationary freefield response for a moving load with a random amplitude
    • Lombaert G., Degrande G., and Clouteau D. The non-stationary freefield response for a moving load with a random amplitude. J. Sound Vib. 278 (2004) 611-635
    • (2004) J. Sound Vib. , vol.278 , pp. 611-635
    • Lombaert, G.1    Degrande, G.2    Clouteau, D.3
  • 21
    • 0034156423 scopus 로고    scopus 로고
    • High-speed railway lines on soft ground: dynamic behaviour at critical train speed
    • Madshus C., and Kaynia A.M. High-speed railway lines on soft ground: dynamic behaviour at critical train speed. J. Sound Vib. 231 3 (2000) 689-701
    • (2000) J. Sound Vib. , vol.231 , Issue.3 , pp. 689-701
    • Madshus, C.1    Kaynia, A.M.2
  • 22
    • 0006759082 scopus 로고    scopus 로고
    • Three-dimensional vibrations of a beam on and elastic half-space: resonance interaction of vertical-longitudinal and lateral beam waves
    • Metrikine A.V., and Dieterman H.A. Three-dimensional vibrations of a beam on and elastic half-space: resonance interaction of vertical-longitudinal and lateral beam waves. J. Appl. Mech. 64 (1997) 951-956
    • (1997) J. Appl. Mech. , vol.64 , pp. 951-956
    • Metrikine, A.V.1    Dieterman, H.A.2
  • 23
    • 29144486507 scopus 로고    scopus 로고
    • Diagnosis and prediction of vibration from railway trains
    • Picoux B., and Le Houédec D. Diagnosis and prediction of vibration from railway trains. Soil Dynam. Earthquake Engrg. 25 12 (2005) 905-921
    • (2005) Soil Dynam. Earthquake Engrg. , vol.25 , Issue.12 , pp. 905-921
    • Picoux, B.1    Le Houédec, D.2
  • 24
    • 33845465782 scopus 로고    scopus 로고
    • Slab track vibration and stress distribution induced by train passage
    • Soize C., and Schuëller G.I. (Eds), Millpress, Rotterdam
    • Savidis S.A., and Bergmann S. Slab track vibration and stress distribution induced by train passage. In: Soize C., and Schuëller G.I. (Eds). Eurodyn 2005 (2005), Millpress, Rotterdam 651-656
    • (2005) Eurodyn 2005 , pp. 651-656
    • Savidis, S.A.1    Bergmann, S.2
  • 25
    • 0001261586 scopus 로고    scopus 로고
    • Ground vibration generated by a harmonic load acting on a railway track
    • Sheng X., Jones C.J.C., and Petyt M. Ground vibration generated by a harmonic load acting on a railway track. J. Sound Vib. 225 1 (1999) 3-28
    • (1999) J. Sound Vib. , vol.225 , Issue.1 , pp. 3-28
    • Sheng, X.1    Jones, C.J.C.2    Petyt, M.3
  • 26
    • 0001261585 scopus 로고    scopus 로고
    • Ground vibration generated by a load moving along a railway track
    • Sheng X., Jones C.J.C., and Petyt M. Ground vibration generated by a load moving along a railway track. J. Sound Vib. 228 1 (1999) 129-156
    • (1999) J. Sound Vib. , vol.228 , Issue.1 , pp. 129-156
    • Sheng, X.1    Jones, C.J.C.2    Petyt, M.3
  • 27
    • 0141998834 scopus 로고    scopus 로고
    • A comparison of a theoretical model for quasi-statically and dynamically induced environmental vibration from trains with measurements
    • Sheng X., Jones C.J.C., and Thompson D.J. A comparison of a theoretical model for quasi-statically and dynamically induced environmental vibration from trains with measurements. J. Sound Vib. 267 (2003) 621-635
    • (2003) J. Sound Vib. , vol.267 , pp. 621-635
    • Sheng, X.1    Jones, C.J.C.2    Thompson, D.J.3
  • 28
    • 2142808108 scopus 로고    scopus 로고
    • A theoretical study on the influence of the track on train-induced ground vibration
    • Sheng X., Jones C.J.C., and Thompson D.J. A theoretical study on the influence of the track on train-induced ground vibration. J. Sound Vib. 272 (2004) 909-936
    • (2004) J. Sound Vib. , vol.272 , pp. 909-936
    • Sheng, X.1    Jones, C.J.C.2    Thompson, D.J.3
  • 29
    • 2142759423 scopus 로고    scopus 로고
    • A theoretical model for ground vibration from trains generated by vertical track irregularities
    • Sheng X., Jones C.J.C., and Thompson D.J. A theoretical model for ground vibration from trains generated by vertical track irregularities. J. Sound Vib. 272 (2004) 937-965
    • (2004) J. Sound Vib. , vol.272 , pp. 937-965
    • Sheng, X.1    Jones, C.J.C.2    Thompson, D.J.3
  • 30
    • 33845438556 scopus 로고    scopus 로고
    • Steenbergen M.J.M.M., 2005. Dynamics of slab track railway systems, Part I: Modelling, interface description and dynamic response. Report 7-05-120-24, ISSN 0169-9288, Delft University of Technology, Delft
  • 31
    • 0037468843 scopus 로고    scopus 로고
    • Simulation of track-ground vibrations due to a high-speed train: the case of X-2000 at Ledsgard
    • Takemiya H. Simulation of track-ground vibrations due to a high-speed train: the case of X-2000 at Ledsgard. J. Sound Vib. 261 (2003) 503-526
    • (2003) J. Sound Vib. , vol.261 , pp. 503-526
    • Takemiya, H.1
  • 32
    • 23044497327 scopus 로고    scopus 로고
    • Substructure simulation of inhomogeneous track and layered ground dynamic interaction under train passage
    • Takemiya H., and Bian X. Substructure simulation of inhomogeneous track and layered ground dynamic interaction under train passage. J. Engrg. Mech. 131 (2005) 699-711
    • (2005) J. Engrg. Mech. , vol.131 , pp. 699-711
    • Takemiya, H.1    Bian, X.2
  • 33
    • 0141679171 scopus 로고    scopus 로고
    • Periodically supported beam on a visco-elastic layer as a model for dynamic analysis of a high-speed railway track
    • Vostroukhov A.V., and Metrikine A.V. Periodically supported beam on a visco-elastic layer as a model for dynamic analysis of a high-speed railway track. Int. J. Solids Struct. 40 (2003) 5723-5752
    • (2003) Int. J. Solids Struct. , vol.40 , pp. 5723-5752
    • Vostroukhov, A.V.1    Metrikine, A.V.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.