Review on the Prediction and Control of Structural Vibration and Noise in Buildings Caused by Rail Transit

Author:

He Yuanpeng12ORCID,Zhang Yang12,Yao Yuyang3,He Yulong4,Sheng Xiaozhen5ORCID

Affiliation:

1. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong 999077, China

2. National Rail Transit Electrification and Automation Engineering Technology Research Center (Hong Kong Branch), The Hong Kong Polytechnic University, Kowloon, Hong Kong 999077, China

3. School of Mechanical Engineering, Southwest Jiaotong University, Chengdu 610031, China

4. Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 610031, China

5. School of Urban Railway Transportation, Shanghai University of Engineering Science, Shanghai 201620, China

Abstract

As rail transportation continues to advance, it provides significant convenience to the public. However, the environmental vibration and noise generated during its operation have become major concerns for residents living near rail lines. In response to these concerns, the “Law on the Prevention and Control of Noise Pollution” was promulgated in China, bringing attention to this issue within the rail transportation sector. This review summarizes the regular features observed in environmental vibration and secondary structural noise tests on different sections, including embankment sections, bridge sections, underground railroads and vehicle sections. Furthermore, it introduces several physical models utilized in the study of environmental vibration and secondary structural noise, focusing on three key aspects: excitation sources, propagation paths and the modelling of building structures. This paper also explores the introduction of data-driven models related to big data and artificial intelligence to enhance the accuracy and efficiency of research in this field and provides an overview of commonly used measures to control train-induced environmental vibrations and secondary noise in buildings. These measures are discussed in terms of excitation sources, propagation paths, and receivers, offering insights into effective strategies for mitigating the impact of rail transportation on nearby residents. Finally, this study highlights the primary findings and offers pertinent recommendations. These recommendations include considerations regarding both laboratory and on-site testing procedures, challenges associated with the deployment of data-driven models and key parameters for designing and utilizing low-stiffness fasteners.

Funder

Hong Kong Polytechnic University’s Postdoc Matching Fund Scheme

Innovation and Technology Commission of the Hong Kong SAR Government

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

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