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J-GLOBAL ID:201002233228713977   Reference number:10A0201300

3-D Analysis of the Influence of a Pile on Underground Induced Vibrations Using the Boundary Element Method

地下で発生する振動における杭の影響の境界要素法を用いた3D解析
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Volume:Issue:Page: 259-270 (J-STAGE)  Publication year: 2010 
JST Material Number: U0070A  ISSN: 1882-1782  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: ENGLISH (EN)
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Railway noise and vibration 
Reference (13):
  • (1) Adam, M., Pflanz, G. and Schmid, G., Two-and three-dimensional transient responses of half-space under dynamic strip loads and train track, World conference of earthquake engineering 1-2, (2000), pp.1-8.
  • (2) Sheng, X., Jones, CJC. and Petyt, M., Ground vibration generated by a harmonic load acting on a railway track, Journal of sound and vibration, 225(1), (1999), pp.1-28.
  • (3) Barber, J. R., Surface displacements due to a steadily moving point force, Journal of applied mechanics, Vol.63, (1996), pp.245-251.
  • (4) Eringen, A.C. and Suhubi, E.S., Elastodynamics Volume II Linear Theory, New York, Academic Press, (1975).
  • (5) Hanazato, T., Ugai, K., Mori, M., and Sakaguchi, R., Three-dimensional analysis of traffic-induced ground vibrations, Journal of Geotechnical. Engineering. ASCE, Vol.117, (1991), pp.1133-1151.
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