Advanced Prediction and Mitigation of Building Vibrations and Noise: Integrating Safety and Sustainability

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: 31 October 2026 | Viewed by 2133

Special Issue Editors

School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, China
Interests: vibration prediction of building structure; vibration and noise evaluation
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Guest Editor
School of Mechanical and Electrical Engineering, Guangzhou University, Guangzhou, China
Interests: train-induced vibration; noise; soil–structure dynamic interaction; over-track building; vibration assessment
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

​​Advanced methodologies for predicting and mitigating vibrations and noise​​ in building structures have become critical to addressing emerging challenges in urban environments. Structural vibrations—induced by traffic, construction operations, and mechanical systems—not only compromise human comfort but also accelerate material fatigue, posing latent threats to structural integrity. Concurrently, conventional noise control strategies often entail energy-intensive countermeasures that conflict with global decarbonization imperatives. Some related research papers have been published in the previous edition of this Special Issue, which can be accessed using the following link:

[https://www.mdpi.com/journal/buildings/special_issues/XOUNZ3G0HJ]

This Special Issue seeks to bridge these domains by integrating ​​safety resilience​​ and ​​sustainable innovation​​ into vibration–noise management frameworks.

​​ The topics of interest include, but are not limited to, the following:

  • ​​Next-generation prediction models​​ leveraging machine learning, wave propagation theory, and uncertainty quantification;
  • ​​Smart mitigation systems​​ incorporating low-carbon damping materials and energy–noise co-optimization;
  • ​​Structural health monitoring (SHM)​​ techniques using vibration signatures for early damage diagnosis;
  • ​​Lifecycle-oriented solutions​​ evaluating the carbon footprints of vibration/noise control measures.

We have a particular interest in publishing interdisciplinary research encouraged​​ from areas of civil engineering, materials science, acoustics, and energy informatics. Submissions should demonstrate rigorous validation through experimental data, numerical simulations, or real-world case studies, with explicit implications for creating safer, quieter, and environmentally conscious built environments.

Dr. Chao Zou
Dr. Ziyu Tao
Guest Editors

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Keywords

  • vibration and noise prediction
  • propagation and mitigation
  • technological advances in testing
  • vibration comfort
  • noise disturbance
  • long-term performance

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Related Special Issue

Published Papers (3 papers)

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Research

20 pages, 11894 KB  
Article
Experimental Investigation of Train-Induced Vibration Transmission to the High-Rise Building During Different Train Operations
by Ziyu Tao, Yinghao Cen, Hao Wu, Qi Li, Yimin Wang, Huihui Lyu, Jianguo Liu and Longbao Shang
Buildings 2025, 15(24), 4524; https://doi.org/10.3390/buildings15244524 - 15 Dec 2025
Viewed by 151
Abstract
Due to their proximity to track structures, over-track buildings in depot areas may experience adverse vibrations from train operations, which can negatively impact residential comfort and the performance of precision equipment. As the test line typically involves the highest train speeds within the [...] Read more.
Due to their proximity to track structures, over-track buildings in depot areas may experience adverse vibrations from train operations, which can negatively impact residential comfort and the performance of precision equipment. As the test line typically involves the highest train speeds within the depot and features distinct operating conditions such as constant-speed cruising, accelerating, and braking, this study aims to investigate the influence of different train operation modes on the vibration excitation of over-track high-rise buildings through field measurements at both the central and end sections of the test line. Three operational modes were examined, including cruising, accelerating, and braking. Vibration signals were systematically collected using sensors installed in the free field, on the ground above the building foundation, and at the bases of the shear walls. A time-varying frequency phenomenon was observed at measurement points on the ground above the foundation and at the shear wall bases during train acceleration and braking. Field data indicate that vertical vibrations in the free field at the end section of the test line were significantly greater than those at the middle section, whereas vertical vibrations at the shear wall bases were comparable between the two sections. Notable vibration transmission loss occurs as the vibration propagates into the building structure, with peak values reaching 20 dB at 80 Hz during cruising operations and 35 dB at 125 Hz during acceleration and braking. This study offers valuable insights for assessing train-induced vibration transmission into high-rise over-track buildings. Full article
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19 pages, 18725 KB  
Article
Experimental Study on Vibration and Building Response Induced by Rail Corrugation in Metro Small-Radius Curves
by Ying Chen, Weilin Wu, Zizhen Du, Xiaochun Lao and Long Wang
Buildings 2025, 15(21), 3871; https://doi.org/10.3390/buildings15213871 - 27 Oct 2025
Viewed by 435
Abstract
The vibrations induced by urban rail transit are exerting an increasingly prominent influence on the surrounding buildings and human health. As a prevalent track defect, rail corrugation can exacerbate the vibrations generated during train operation. In this study, on-site measurements were carried out [...] Read more.
The vibrations induced by urban rail transit are exerting an increasingly prominent influence on the surrounding buildings and human health. As a prevalent track defect, rail corrugation can exacerbate the vibrations generated during train operation. In this study, on-site measurements were carried out to investigate the characteristics of rail corrugation in the small-radius curve segments of subways. The differences in rail corrugation with and without vibration mitigation measures were analyzed. Additionally, the vibration responses of adjacent buildings in the steel spring floating slab track segments with rail corrugation were examined. The findings of this study indicate that in the small-radius curve segments of the steel spring floating slab track, there exists a rail corrugation phenomenon with a wavelength of 200 mm. This leads to inadequate vibration attenuation in the 80 Hz frequency band, allowing some vibration energy to still be transmitted to adjacent buildings. Nevertheless, the vibration responses of buildings are predominantly governed by their own structural vibration modes. Full article
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23 pages, 7556 KB  
Article
On-Site Monitoring and a Hybrid Prediction Method for Noise Impact on Sensitive Buildings near Urban Rail Transit
by Yanmei Cao, Yefan Geng, Jianguo Chen and Jiangchuan Ni
Buildings 2025, 15(17), 3227; https://doi.org/10.3390/buildings15173227 - 7 Sep 2025
Viewed by 1085
Abstract
The environmental noise impact on sensitive buildings and residents, generated by urban rail transit systems, has attracted increasing attention from the public and various levels of management. Owing to the diversity of building types and the complexity of noise propagation paths, the accurate [...] Read more.
The environmental noise impact on sensitive buildings and residents, generated by urban rail transit systems, has attracted increasing attention from the public and various levels of management. Owing to the diversity of building types and the complexity of noise propagation paths, the accurate prediction of noise levels adjacent to structures through traditional experimental or empirical formula-based methods is challenging. In this paper, on-site multi-dimensional noise monitoring of the noise source affecting the sensitive buildings was first carried out, and a hybrid prediction method combining normative formulas, numerical simulations, and experimental research is proposed and validated. This approach effectively addresses the shortcomings of traditional prediction methods in terms of source strength determination, propagation path distribution, and accuracy of results. The results show that, while predicting or assessing the noise impact on sensitive buildings and interior residents, it is important to properly consider the impact of background noise (such as road traffic) as well as vibration radiation noise of bridge structures. The predicted results obtained by using this method closely match the measured results, with errors controlled within 3 dB(A). The noise prediction error in front of buildings is controlled within 2 dB(A), fully meeting the requirements for environmental noise assessment. Full article
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