Effects of Wheel Polygon on the Underground Train-Induced Vibration in a Building

Li Wang; Chunyan He; Bin Zhu; Zili Li

doi:10.1007/978-3-031-66971-2_119

Effects of Wheel Polygon on the Underground Train-Induced Vibration in a Building

^*Corresponding author for this work

Railway Engineering

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

Abstract

Excessive underground train-induced building vibration is an environmental concern resulting in human distress. Wheel polygon is probably one of the main vibration sources. In the present work, an explicit-integration time-domain, fully coupled 3D dynamic train-track-tunnel-soil-building FE model is developed and employed to investigate the effects of wheel polygon on the building vibration. Measured wheel polygon data is analyzed and input into the developed FE model. Based on the simulation results, it is found that the contribution of the wheel polygon to the building vibration is considerable in the frequency range from 30 to 180 Hz. Wheel polygon makes the building vibration more pronounced at the P2 resonance frequency and the passing frequencies (f = v/λ) of wheel polygon. From the foundation to a high floor in the building, the effect of the P2 resonance-related wheel polygon attenuates the slowest while the effects of the other orders of wheel polygon attenuate fast.

Original language	English
Title of host publication	Advances in Dynamics of Vehicles on Roads and Tracks III
Subtitle of host publication	Proceedings of the 28th Symposium of the International Association of Vehicle System Dynamics, IAVSD 2023, Rail Vehicles
Editors	Wei Huang, Mehdi Ahmadian
Publisher	Springer Science and Business Media Deutschland GmbH
Pages	1151-1160
Number of pages	10
ISBN (Electronic)	978-3-031-66971-2
ISBN (Print)	9783031669705
DOIs	https://doi.org/10.1007/978-3-031-66971-2_119
Publication status	Published - 2024
Event	28th IAVSD Symposium on Dynamics of Vehicles on Roads and Tracks, IAVSD 2023 - Ottawa, Canada Duration: 21 Aug 2023 → 25 Aug 2023

Publication series

Name	Lecture Notes in Mechanical Engineering
ISSN (Print)	2195-4356
ISSN (Electronic)	2195-4364

Conference

Conference	28th IAVSD Symposium on Dynamics of Vehicles on Roads and Tracks, IAVSD 2023
Country/Territory	Canada
City	Ottawa
Period	21/08/23 → 25/08/23

Bibliographical note

Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care
Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

Keywords

Dynamic Interaction
Finite Element Modelling
Train-induced Building Vibration
Underground Train
Wheel Polygon

Access to Document

10.1007/978-3-031-66971-2_119

Cite this

Wang, L., He, C., Zhu, B., & Li, Z. (2024). Effects of Wheel Polygon on the Underground Train-Induced Vibration in a Building. In W. Huang, & M. Ahmadian (Eds.), Advances in Dynamics of Vehicles on Roads and Tracks III: Proceedings of the 28th Symposium of the International Association of Vehicle System Dynamics, IAVSD 2023, Rail Vehicles (pp. 1151-1160). (Lecture Notes in Mechanical Engineering). Springer Science and Business Media Deutschland GmbH. https://doi.org/10.1007/978-3-031-66971-2_119

Wang, Li ; He, Chunyan ; Zhu, Bin et al. / Effects of Wheel Polygon on the Underground Train-Induced Vibration in a Building. Advances in Dynamics of Vehicles on Roads and Tracks III: Proceedings of the 28th Symposium of the International Association of Vehicle System Dynamics, IAVSD 2023, Rail Vehicles. editor / Wei Huang ; Mehdi Ahmadian. Springer Science and Business Media Deutschland GmbH, 2024. pp. 1151-1160 (Lecture Notes in Mechanical Engineering).

@inproceedings{e3fd534cf5da4f9c8b73e052e114df6c,

title = "Effects of Wheel Polygon on the Underground Train-Induced Vibration in a Building",

abstract = "Excessive underground train-induced building vibration is an environmental concern resulting in human distress. Wheel polygon is probably one of the main vibration sources. In the present work, an explicit-integration time-domain, fully coupled 3D dynamic train-track-tunnel-soil-building FE model is developed and employed to investigate the effects of wheel polygon on the building vibration. Measured wheel polygon data is analyzed and input into the developed FE model. Based on the simulation results, it is found that the contribution of the wheel polygon to the building vibration is considerable in the frequency range from 30 to 180 Hz. Wheel polygon makes the building vibration more pronounced at the P2 resonance frequency and the passing frequencies (f = v/λ) of wheel polygon. From the foundation to a high floor in the building, the effect of the P2 resonance-related wheel polygon attenuates the slowest while the effects of the other orders of wheel polygon attenuate fast.",

keywords = "Dynamic Interaction, Finite Element Modelling, Train-induced Building Vibration, Underground Train, Wheel Polygon",

author = "Li Wang and Chunyan He and Bin Zhu and Zili Li",

note = "Green Open Access added to TU Delft Institutional Repository {\textquoteleft}You share, we take care!{\textquoteright} – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. ; 28th IAVSD Symposium on Dynamics of Vehicles on Roads and Tracks, IAVSD 2023 ; Conference date: 21-08-2023 Through 25-08-2023",

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doi = "10.1007/978-3-031-66971-2_119",

language = "English",

isbn = "9783031669705",

series = "Lecture Notes in Mechanical Engineering",

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Wang, L , He, C, Zhu, B & Li, Z 2024, Effects of Wheel Polygon on the Underground Train-Induced Vibration in a Building. in W Huang & M Ahmadian (eds), Advances in Dynamics of Vehicles on Roads and Tracks III: Proceedings of the 28th Symposium of the International Association of Vehicle System Dynamics, IAVSD 2023, Rail Vehicles. Lecture Notes in Mechanical Engineering, Springer Science and Business Media Deutschland GmbH, pp. 1151-1160, 28th IAVSD Symposium on Dynamics of Vehicles on Roads and Tracks, IAVSD 2023, Ottawa, Canada, 21/08/23. https://doi.org/10.1007/978-3-031-66971-2_119

Effects of Wheel Polygon on the Underground Train-Induced Vibration in a Building. / Wang, Li ; He, Chunyan; Zhu, Bin et al.
Advances in Dynamics of Vehicles on Roads and Tracks III: Proceedings of the 28th Symposium of the International Association of Vehicle System Dynamics, IAVSD 2023, Rail Vehicles. ed. / Wei Huang; Mehdi Ahmadian. Springer Science and Business Media Deutschland GmbH, 2024. p. 1151-1160 (Lecture Notes in Mechanical Engineering).

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

TY - GEN

T1 - Effects of Wheel Polygon on the Underground Train-Induced Vibration in a Building

AU - Wang, Li

AU - He, Chunyan

AU - Zhu, Bin

AU - Li, Zili

N1 - Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

PY - 2024

Y1 - 2024

N2 - Excessive underground train-induced building vibration is an environmental concern resulting in human distress. Wheel polygon is probably one of the main vibration sources. In the present work, an explicit-integration time-domain, fully coupled 3D dynamic train-track-tunnel-soil-building FE model is developed and employed to investigate the effects of wheel polygon on the building vibration. Measured wheel polygon data is analyzed and input into the developed FE model. Based on the simulation results, it is found that the contribution of the wheel polygon to the building vibration is considerable in the frequency range from 30 to 180 Hz. Wheel polygon makes the building vibration more pronounced at the P2 resonance frequency and the passing frequencies (f = v/λ) of wheel polygon. From the foundation to a high floor in the building, the effect of the P2 resonance-related wheel polygon attenuates the slowest while the effects of the other orders of wheel polygon attenuate fast.

AB - Excessive underground train-induced building vibration is an environmental concern resulting in human distress. Wheel polygon is probably one of the main vibration sources. In the present work, an explicit-integration time-domain, fully coupled 3D dynamic train-track-tunnel-soil-building FE model is developed and employed to investigate the effects of wheel polygon on the building vibration. Measured wheel polygon data is analyzed and input into the developed FE model. Based on the simulation results, it is found that the contribution of the wheel polygon to the building vibration is considerable in the frequency range from 30 to 180 Hz. Wheel polygon makes the building vibration more pronounced at the P2 resonance frequency and the passing frequencies (f = v/λ) of wheel polygon. From the foundation to a high floor in the building, the effect of the P2 resonance-related wheel polygon attenuates the slowest while the effects of the other orders of wheel polygon attenuate fast.

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KW - Finite Element Modelling

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KW - Underground Train

KW - Wheel Polygon

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SN - 9783031669705

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Wang L , He C, Zhu B, Li Z. Effects of Wheel Polygon on the Underground Train-Induced Vibration in a Building. In Huang W, Ahmadian M, editors, Advances in Dynamics of Vehicles on Roads and Tracks III: Proceedings of the 28th Symposium of the International Association of Vehicle System Dynamics, IAVSD 2023, Rail Vehicles. Springer Science and Business Media Deutschland GmbH. 2024. p. 1151-1160. (Lecture Notes in Mechanical Engineering). doi: 10.1007/978-3-031-66971-2_119

Effects of Wheel Polygon on the Underground Train-Induced Vibration in a Building

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