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• W2519348566 abstract "Pile driving causes large amplitude incident wave fields that result in a large dynamic response of nearby structures. Structural damage may occur, which is related to the constitutive behaviour of building materials and foundation soils. The structural response is governed by dynamic soil-structure interaction effects, while its large amplitude necessitates to account for possible non-linear constitutive behaviour. For the computation of the incident wave field and the structural response of nearby structures, a coupled finite element-boundary element approach is employed in combination with a direct time integration procedure. A finite element model is used to model the pile, the soil in the vicinity of the pile and the structure. The remaining soil is assumed to be linear elastic and a boundary element method is used to fully account for dynamic soil-structure interaction. Furthermore, it is assumed that the pile-soil and soil-structure interaction problems are only weakly coupled and can be analysed separately. This approach allows to model the evolution of plastic soil deformation around the pile head during pile driving. The corresponding large energy dissipation results in realistic free field vibration levels. At the receiver side, the structure is subjected to large vibration levels, which may result in cosmetic damage." @default.
• W2519348566 created "2016-09-23" @default.
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• W2519348566 date "2008-07-01" @default.
• W2519348566 modified "2023-09-25" @default.
• W2519348566 title "A time domain coupled FE-BE model for the computation of the response of structures due to impact and vibratory pile driving" @default.
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