The Study on Vibration Transmissibility of Track-Box Girder System
With the wide use of the bridge, the problems of the bridge vibration and noise caused by high speed railway becomes more serious than before. In this paper, based on the theory analysis of box girder's displacement admittance, a numeric model of track-box girder bridge system, which has been verified by the small-scale bridge model experiment, was built for the analysis of vibration transmissibility in the railway track and the box girder bridge under the real conditions. The result shows that: (1) the finite element model established in this paper can be used to predict the vibration transmission from the track to bridge; (2) the track-induced vibration at different frequency bands has a certain degree of attenuation after the damping action in the track and bridge structure, however, the attenuation velocity of the low frequency vibration is very slow; and (3) the horizontal vibration of the flange plate position cannot be ignored when the bridge structure noise is analyzed.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/9780784481257
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Supplemental Notes:
- © 2018 American Society of Civil Engineers.
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Luo, Kun
- Lei, Xiaoyan
- Zeng, Shaohui
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Conference:
- First International Conference on Rail Transportation 2017
- Location: Chengdu Sichuan Provence, China
- Date: 2017-7-10 to 2017-7-12
- Publication Date: 2018
Language
- English
Media Info
- Media Type: Web
- Pagination: pp 142-148
- Monograph Title: ICRT 2017: Railway Development, Operations, and Maintenance
Subject/Index Terms
- TRT Terms: Box girder bridges; Finite element method; Mathematical models; Noise; Railroad bridges; Railroad tracks; Vibration
- Subject Areas: Bridges and other structures; Environment; Railroads;
Filing Info
- Accession Number: 01869826
- Record Type: Publication
- ISBN: 9780784481257
- Files: TRIS, ASCE
- Created Date: Jan 14 2023 5:11PM