The influence of the modes of surrounding buildings on the ground vibration from railways

Abstract

To improve the accuracy of railway induced ground vibration predictions, the influence of surrounding buildings should be considered. For this reason, a fast semi-analytical model is developed to investigate the vibration of the ground and the influence of a nearby building. The model contains two sub models: a finite element model which can simulate the building, and a semi-analytical model which can simulate the infinite free-field ground. The dynamic stiffness matrix method is used to simulate the ground as a homogeneous or layered half-space. The ground model works in the frequency-wavenumber domain and is based on the Green’s functions developed for a half-space. Focusing on a building with a piled foundation, the coupling forces due to soil-structure interaction at coupled pile nodes are calculated assuming that the soil and pile displacements are identical. The results from the proposed model show that the vertical modes of the building, especially those that involve the vertical movement of the floors, can significantly influence the vibration of the surrounding ground. The findings suggest that when predicting the ground surface response induced by the railway, the surrounding buildings and their vertical modes should be included in the calculations.

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Identifiers

ORCID for Xiangyu Qu: orcid.org/0000-0002-6651-929X

ORCID for David Thompson: orcid.org/0000-0002-7964-5906

ORCID for Evangelos Ntotsios: orcid.org/0000-0001-7382-0948

ORCID for Giacomo Squicciarini: orcid.org/0000-0003-2437-6398

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