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Title |
Research on Vibration and Noise Characteristics of Steel Plate Girder Bridge with Embedded Rail Track System
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Authors |
박정근(Jeung-Geun Park) ; 고효인(Hyo-In Koh) ; 강윤석(Yun-Suk Kang) ; 정영도(Young-Do Jeong) ; 이성태(Seong-Tae Yi) |
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DOI |
https://doi.org/10.11112/jksmi.2019.23.1.94 |
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Keywords |
철도교량 ; 레일매립궤도 ; 진동 ; 소음 ; 판형교 Railway bridge ; Embedded rail track system (ERS) ; Vibration ; Noise ; Steel plate girder bridge |
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Abstract |
Most of the existing rail structures have undergone a lot of aging since a considerable period of time has passed from completion. In particular, among existing railway bridges, many of the plate girder bridges are older bridges that have lived 40 to 60 years or more. Since the treadmill is directly connected to the girder without the ballast, the running load of the vehicle is directly transmitted to the bridge. Therefore, the shock and noise applied to the bridge are larger than those of the ballast bridge, and the dynamic shock and vibration are also relatively large. Therefore, it is very urgent to develop appropriate maintenance, repair and reinforcement technology for existing steel plate bridge. In this study, the authors introduced the characteristics of embedded rail (ERS) developed for improving the performance of the existing plate girder bridge and the techniques solving the vibration and noise problems. In order to evaluate the vibration and noise reduction performance of ERS, a non-ballast plate girder bridge with 5m length of sleepers installed and a plate girder bridge with ERS were fabricated. And, then, the vibration response generated under the same excitation condition was measured and analyzed. Also, the radiated noise analysis was performed using the vibration response data obtained from the experiment as the input data of the acoustic analysis model. As a result of experiments and analyses, it was confirmed that the plate girder bridge's vibration using ERS was reduced by 15.0~18.8dB and the average noise was reduced by 7.7dB(A) more than the non-ballast bridge.
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