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In noise-sensitive areas of urban rail transit (URT), sound barriers are often used to block the propagation of on-track noise such as the wheel–rail noise. However, the vibrations induced by passing trains can also transmit to the sound barriers. Therefore, it is necessary to study the acoustic radiation characteristics of the sound barrier under moving train loads and to evaluate whether installing sound barriers will affect the overall low-frequency noise radiation from the elevated railway. In this paper, the train–track–bridge dynamic interaction theory is adopted to establish a dynamics model for train–track–bridge-sound barrier coupled system, and the acoustic theory is employed to establish acoustic boundary element models for sound barrier, box girder bridge and sound barrier-box girder bridge coupled system, respectively. These models are then used to systematically analyze the characteristics and mechanism of vibrational noise of the sound barrier due to passing trains. The effects of sound barrier on the acoustic environment are also evaluated. Finally, the influencing mechanism of sound barrier on low-frequency acoustic radiation of elevated railway is investigated, and suggestions for future research on low-frequency acoustic radiation of elevated railway are presented. The research results show that the sound barrier can become a significant low-frequency sound source during the trains passing. Installing sound barriers on elevated railway affects the sound environment around the railway mainly through acoustic effects on the noise propagation. The installation of sound barriers has an effect on the vibration characteristics of the box girder bridge. In order to explore the characteristics of low-frequency sound radiation of elevated railways installed with sound barriers, it is necessary to reanalyze the acoustic generation mechanism of the entire structure of the bridge-sound barriers coupled system and combine it with the propagation mechanism of various sound sources. [ABSTRACT FROM AUTHOR]

The slabs of a floating slab track (FST) are usually discontinuously constructed, resulting in a gap between the consecutive slabs. Therefore, wheel/rail impact may occur when a train runs over the gap, resulting in an adverse effect on the train and track system. In this regards, the stiffness enhancement measure (SEM) is usually used at slab ends to enable a smooth stiffness change. The SEM normally includes installing end connections between consecutive slabs and increasing the supporting stiffness of slab ends. For estimating the influence of SEMs on dynamic behaviors of train and FST systems, a detailed and efficient coupled dynamic model of the train–FST system with the SEMs is first developed. Furthermore, the influences of the two SEMs on the system dynamic performance are revealed by using the proposed model. Finally, the optimal parameter combination of the two SEMs is determined, which provide a valuable guiding reference for the design of the FST. [ABSTRACT FROM AUTHOR]