The influence of a building on the ground-borne vibration from railways in its vicinity
The influence of a building on the ground-borne vibration from railways in its vicinity
A finite element numerical model and a semi-analytical model are used to analyse the influence of buildings on ground vibration from underground railways. The insertion loss of a building with four types of foundations is examined using a 3D finite element model. Additionally, a semi-analytical model is built to analyse the vibration of the ground with the influence of a building with a pile foundation. This model is divided into two parts: a finite element model that represents the building as a column-shell structure and a semi-analytical model that simulates the infinite free-field ground. The foundations can amplify or attenuate the ground vibration in different frequency regions. For an example case, both models give similar insertion loss results due to a building in the transmission path, although there are differences due to the modelling assumptions. The findings suggest that when predicting the ground surface response induced by an underground railway, the surrounding buildings should be included in the calculations to get more accurate results.
Finite element model, Ground vibration, Railways, Semi-analytical model, Soil-structure interaction
595-603
Qu, Xiangyu
98e0143d-b717-4388-a573-293e66c2f2dc
Thompson, David
bca37fd3-d692-4779-b663-5916b01edae5
Ntotsios, Evangelos
877c3350-0497-4471-aa97-c101df72e05e
Squicciarini, Giacomo
c1bdd1f6-a2e8-435c-a924-3e052d3d191e
24 February 2024
Qu, Xiangyu
98e0143d-b717-4388-a573-293e66c2f2dc
Thompson, David
bca37fd3-d692-4779-b663-5916b01edae5
Ntotsios, Evangelos
877c3350-0497-4471-aa97-c101df72e05e
Squicciarini, Giacomo
c1bdd1f6-a2e8-435c-a924-3e052d3d191e
Qu, Xiangyu, Thompson, David, Ntotsios, Evangelos and Squicciarini, Giacomo
(2024)
The influence of a building on the ground-borne vibration from railways in its vicinity.
Sheng, Xiaozhen, Thompson, David, Degrande, Geert and al., et
(eds.)
In Noise and Vibration Mitigation for Rail Transportation Systems: Proceedings of the 14th International Workshop on Railway Noise, 07–09 December 2022, Shanghai, China.
Springer Singapore.
.
(doi:10.1007/978-981-99-7852-6_56).
Record type:
Conference or Workshop Item
(Paper)
Abstract
A finite element numerical model and a semi-analytical model are used to analyse the influence of buildings on ground vibration from underground railways. The insertion loss of a building with four types of foundations is examined using a 3D finite element model. Additionally, a semi-analytical model is built to analyse the vibration of the ground with the influence of a building with a pile foundation. This model is divided into two parts: a finite element model that represents the building as a column-shell structure and a semi-analytical model that simulates the infinite free-field ground. The foundations can amplify or attenuate the ground vibration in different frequency regions. For an example case, both models give similar insertion loss results due to a building in the transmission path, although there are differences due to the modelling assumptions. The findings suggest that when predicting the ground surface response induced by an underground railway, the surrounding buildings should be included in the calculations to get more accurate results.
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e-pub ahead of print date: 24 February 2024
Published date: 24 February 2024
Keywords:
Finite element model, Ground vibration, Railways, Semi-analytical model, Soil-structure interaction
Identifiers
Local EPrints ID: 487932
URI: http://eprints.soton.ac.uk/id/eprint/487932
ISSN: 2195-4356
PURE UUID: 180c4ddc-178e-4d86-8638-21462430243f
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Date deposited: 11 Mar 2024 17:35
Last modified: 19 Dec 2024 02:59
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Contributors
Editor:
Xiaozhen Sheng
Editor:
David Thompson
Editor:
Geert Degrande
Editor:
et al.
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