The issue of low-frequency structural noise radiated from high-speed railway(HSR) box-girder bridges(BGBs) is a significant challenge worldwide. Although it is known that vibrations in BGBs caused by moving trains can...The issue of low-frequency structural noise radiated from high-speed railway(HSR) box-girder bridges(BGBs) is a significant challenge worldwide. Although it is known that vibrations in BGBs caused by moving trains can be reduced by installing multiple tuned mass dampers(MTMDs) on the top plate, there is limited research on the noise reduction achieved by this method. This study aims to investigate the noise reduction mechanism of BGBs installed with MTMDs on the top plate. A sound radiation prediction model for the BGB installed with MTMDs is developed, based on the vehicle–track–bridge coupled dynamics and acoustics boundary element method. After being verified by field tested results, the prediction model is employed to study the reduction of vibration and noise of BGBs caused by the MTMDs. It is found that installing MTMDs on top plate can significantly affect the vibration distribution and sound radiation law of BGBs. However, its impact on the sound radiation caused by vibrations dominated by the global modes of BGBs is minimal. The noise reduction achieved by MTMDs is mainly through changing the acoustic radiation contributions of each plate of the bridge. In the lower frequency range, the noise reduction of BGB caused by MTMDs can be more effective if the installation of MTMDs can modify the vibration frequency and distribution of the BGB to avoid the influence of small vibrations and disperse the sound radiation from each plate.展开更多
Due to its high space utilization efficiency and overall advantages,the"integrated station-bridge"design is widely used in high-speed rail stations.However,compared to traditional separated station-bridge st...Due to its high space utilization efficiency and overall advantages,the"integrated station-bridge"design is widely used in high-speed rail stations.However,compared to traditional separated station-bridge structures,the structure-borne noise generated by high-speed trains passing through these stations is more pronounced.To investigate the structure-borne noise radiation characteristics of these station designs,we developed a noise simulation model for the"integrated station-bridge"high-speed railway station and validated its reliability through comparison with test results.Building on this,we implemented the floating track slab between the track structure and the station platform to mitigate structure-borne noise.Furthermore,we examined the factors influencing the noise reduction effectiveness of the floating floor.The results indicated that train passages result in significant structure-borne noise issues in"integrated station-bridge"stations.The maximum sound pressure levels at the waiting hall and platform exceed 70 dB(A).After the implementation of the floating floor,the maximum sound pressure levels on each floor decreased by 11–14 dB(A).Additionally,increasing the thickness of the floating floor and reducing the stiffness of the steel spring bearings both enhanced the noise reduction effectiveness of the floating floor.展开更多
基金supported by the National Natural Science Foundation of China (NSFC) (Grant Nos. 52362049 and 52208446)the Natural Science Foundation of Gansu Province (Grant Nos. 22JR5RA344 and 22JR11RA152)+4 种基金the Special Funds for Guiding Local Scientifi c and Technological Development by the Central Government (Grant No. 22ZY1QA005)the Joint Innovation Fund Project of Lanzhou Jiaotong University and Corresponding Supporting University (Grant No. LH2023016)the Fundamental Research Funds for the Central Universities (2682023ZTZ010), the Lanzhou Science and Technology planning Project (Grant No. 2022-ZD-131)the key Research and Development Project of Lanzhou Jiaotong University (Grant No. LZJTU-ZDYF2302)the University Youth Fund Project of Lanzhou Jiaotong University (Grant No. 2021014)。
文摘The issue of low-frequency structural noise radiated from high-speed railway(HSR) box-girder bridges(BGBs) is a significant challenge worldwide. Although it is known that vibrations in BGBs caused by moving trains can be reduced by installing multiple tuned mass dampers(MTMDs) on the top plate, there is limited research on the noise reduction achieved by this method. This study aims to investigate the noise reduction mechanism of BGBs installed with MTMDs on the top plate. A sound radiation prediction model for the BGB installed with MTMDs is developed, based on the vehicle–track–bridge coupled dynamics and acoustics boundary element method. After being verified by field tested results, the prediction model is employed to study the reduction of vibration and noise of BGBs caused by the MTMDs. It is found that installing MTMDs on top plate can significantly affect the vibration distribution and sound radiation law of BGBs. However, its impact on the sound radiation caused by vibrations dominated by the global modes of BGBs is minimal. The noise reduction achieved by MTMDs is mainly through changing the acoustic radiation contributions of each plate of the bridge. In the lower frequency range, the noise reduction of BGB caused by MTMDs can be more effective if the installation of MTMDs can modify the vibration frequency and distribution of the BGB to avoid the influence of small vibrations and disperse the sound radiation from each plate.
基金supported by the National Key R&D Program of China(2024YFF0508101)the Fundamental Research Funds for the Beijing Jiaotong University(2024JBMC010)the National Natural Science Foundation of China(52378428).
文摘Due to its high space utilization efficiency and overall advantages,the"integrated station-bridge"design is widely used in high-speed rail stations.However,compared to traditional separated station-bridge structures,the structure-borne noise generated by high-speed trains passing through these stations is more pronounced.To investigate the structure-borne noise radiation characteristics of these station designs,we developed a noise simulation model for the"integrated station-bridge"high-speed railway station and validated its reliability through comparison with test results.Building on this,we implemented the floating track slab between the track structure and the station platform to mitigate structure-borne noise.Furthermore,we examined the factors influencing the noise reduction effectiveness of the floating floor.The results indicated that train passages result in significant structure-borne noise issues in"integrated station-bridge"stations.The maximum sound pressure levels at the waiting hall and platform exceed 70 dB(A).After the implementation of the floating floor,the maximum sound pressure levels on each floor decreased by 11–14 dB(A).Additionally,increasing the thickness of the floating floor and reducing the stiffness of the steel spring bearings both enhanced the noise reduction effectiveness of the floating floor.
