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M. Xing, Y. Sun, "Train-Induced Indoor Secondary Vibration Study and Control Over-Track Buildings in a Subway Transfer Station", in J. Pombo, (Editor), "Proceedings of the Sixth International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 7, Paper 13.6, 2024, doi:10.4203/ccc.7.13.6

Keywords: subway transfer station, over-track buildings, vibration prediction, propagation law, controlling methods, field experiment.

Abstract

Using Transit-oriented development over-track buildings have been rapidly expanding on Chinese subways due to its convenience, however the excessive indoor vibration and noise within over-track buildings has been a cause of concern for some time. A prediction method considering soil-pile-structure dynamic interaction based on the three-step approach is proposed to study train-induced vibration of over-track buildings. A case study is carried out of over-track buildings on a subway transfer station in Chengdu, China. The simulation results indicate that, the highest indoor vibration of a superstructure is 84.0dB without vibration reduction measures, which seriously exceeded the criterion limit, train-induced vertical and longitudinal building foundation vibrations are quite large and relatively the same, lateral vibration is at a minimum. Six combined comprehensive vibration reduction measures are analyzed by numerical simulation, field measurements show that ground and local building vibration in a Line 3 transfer station are not exceeded.

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Front Page Browse CCC CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Conferences ISSN 2753-3239 CCC: 7 PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo Paper 13.6 Train-Induced Indoor Secondary Vibration Study and Control Over-Track Buildings in a Subway Transfer Station M. Xing¹ and Y. Sun² ¹College of Transportation and Vehicle Engineering, Wuxi University, China ²College of Transportation Science and Engineering, Nanjing Tech University, China doi:10.4203/ccc.7.13.6 Full Bibliographic Reference for this paper M. Xing, Y. Sun, "Train-Induced Indoor Secondary Vibration Study and Control Over-Track Buildings in a Subway Transfer Station", in J. Pombo, (Editor), "Proceedings of the Sixth International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 7, Paper 13.6, 2024, doi:10.4203/ccc.7.13.6 Keywords: subway transfer station, over-track buildings, vibration prediction, propagation law, controlling methods, field experiment. Abstract Using Transit-oriented development over-track buildings have been rapidly expanding on Chinese subways due to its convenience, however the excessive indoor vibration and noise within over-track buildings has been a cause of concern for some time. A prediction method considering soil-pile-structure dynamic interaction based on the three-step approach is proposed to study train-induced vibration of over-track buildings. A case study is carried out of over-track buildings on a subway transfer station in Chengdu, China. The simulation results indicate that, the highest indoor vibration of a superstructure is 84.0dB without vibration reduction measures, which seriously exceeded the criterion limit, train-induced vertical and longitudinal building foundation vibrations are quite large and relatively the same, lateral vibration is at a minimum. Six combined comprehensive vibration reduction measures are analyzed by numerical simulation, field measurements show that ground and local building vibration in a Line 3 transfer station are not exceeded. download the full-text of this paper (PDF, 8 pages, 934 Kb) go to the previous paper go to the next paper return to the table of contents return to the volume description
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