Numerical modelling of traffic induced vibrations

作者: Didier Clouteau , Geert Degrande , Geert Lombaert

DOI: 10.1023/A:1015005410628

关键词: Free fieldMechanicsSubstructureVibrationBoundary element methodSoil structure interactionComputer scienceExcitationTrack (rail transport)Half-space

摘要: A solution procedure is presented to compute free field vibrations induced by train or road traffic, the excitation being either deterministic stochastic. The full interaction between vehicle, track and soil accounted for, using a substructure approach that takes advantage of fact properties do not change along longitudinal direction. time-frequency proposed characterize radiated in soil. examples show importance guided waves for understanding dynamic behavior road.

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