Modelling train-induced vibration of structures using a mixed-frame-of-reference approach
Modelling train-induced vibration of structures using a mixed-frame-of-reference approach
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DOI:
10.1016/j.jsv.2020.115575
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发表时间:
2021-01
影响因子:
4.7
通讯作者:
P. Bučinskas;E. Ntotsios;D. Thompson;L. Andersen
中科院分区:
文献类型:
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作者:
P. Bučinskas;E. Ntotsios;D. Thompson;L. Andersen
A novel computational modelling approach for prediction of environmental vibration is introduced. The model is formulated in both moving and fixed frames of reference, with a mixed frame of reference formulation introduced to couple the two frames of reference. The resulting system is able to model a vehicle travelling on an infinite railway track, formulated in a moving frame of reference, interacting via the soil with a structure (i.e. building), formulated in a fixed frame of reference. The method utilizes a semi-analytical soil model with the structures modelled using three-dimensional finite elements. Two solution procedures of the full system are proposed: partial coupling, where some secondary effects from reflected waves propagating through soil are disregarded, and full coupling, where the vehicle–track–soil–structure is modelled as a fully coupled system. Both proposed solution procedures offer a one-step approach for solving the whole system in the frequency–spatial domain. The usage of the model is demonstrated in two example cases: one analysing a simple building structure near a railway track, using the partial coupling solution procedure, and another one analysing the behaviour of a vehicle model traversing over a rigid block embedded inside the soil, using the full coupling solution procedure. The introduced modelling approach offers a computationally efficient solution procedure, at the same time being applicable to a wide array of application cases.