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Article

A Case Study on Structural Serviceability Subjected to Railway-Induced Vibrations at TOD Developed Metro Depot

1
State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang 050043, China
2
School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China
3
Institute of Urban Safety and Environment Science, Beijing Academy of Science and Technology, Beijing 100054, China
*
Author to whom correspondence should be addressed.
Buildings 2022, 12(8), 1070; https://doi.org/10.3390/buildings12081070
Submission received: 28 June 2022 / Revised: 14 July 2022 / Accepted: 19 July 2022 / Published: 22 July 2022
(This article belongs to the Special Issue Structural Vibration Serviceability and Human Comfort)

Abstract

As a sustainable mode of metro-development strategy, transit-oriented development (TOD) is rapidly growing to finance the transport infrastructure investment. The main negative consequence of constructing residential buildings directly over metro depots is railway-induced vibration, that may affect structural serviceability. The residents may feel uncomfortable, as the metro trains start running very early in the morning and finish daily operations very late at night. In order to evaluate the level of human comfort subject to the special situation, a case study was provided in this paper. Directed by the academic review, there were four common comfort evaluation methods, with difference indexes to describe the influence of vibrations. Therefore, a measurement campaign was conducted and both acceleration and velocity sensors were simultaneously installed at the same measurement points, to reduce the influence of the conversion accuracy. The results show that there are certain differences between the evaluation methods in assessing the vibration comfort, but considering the most adverse effects together, the over-track building at this particular TOD-developed depot can ensure that 90% of the occupants would not be highly annoyed by the vibrations. The main negative effect on human comfort at the TOD depot is that the high-level vibrations would cause interruptions in sleep. Among them, the vibrations in this case would affect the rest of 17% of the occupants in the bedrooms on the seventh floor, and make it difficult for 9% of the occupants to fall asleep. Therefore, the evaluation index was suggested to consider more factors related to sleep difficulties and awake threshold values.
Keywords: structural serviceability; human comfort; metro railway vibrations; TOD development; sleep disturbance structural serviceability; human comfort; metro railway vibrations; TOD development; sleep disturbance

Share and Cite

MDPI and ACS Style

Liao, Y.; Zhang, P.; Wu, Q.; Zhang, H. A Case Study on Structural Serviceability Subjected to Railway-Induced Vibrations at TOD Developed Metro Depot. Buildings 2022, 12, 1070. https://doi.org/10.3390/buildings12081070

AMA Style

Liao Y, Zhang P, Wu Q, Zhang H. A Case Study on Structural Serviceability Subjected to Railway-Induced Vibrations at TOD Developed Metro Depot. Buildings. 2022; 12(8):1070. https://doi.org/10.3390/buildings12081070

Chicago/Turabian Style

Liao, Yingying, Peijie Zhang, Qiong Wu, and Hougui Zhang. 2022. "A Case Study on Structural Serviceability Subjected to Railway-Induced Vibrations at TOD Developed Metro Depot" Buildings 12, no. 8: 1070. https://doi.org/10.3390/buildings12081070

APA Style

Liao, Y., Zhang, P., Wu, Q., & Zhang, H. (2022). A Case Study on Structural Serviceability Subjected to Railway-Induced Vibrations at TOD Developed Metro Depot. Buildings, 12(8), 1070. https://doi.org/10.3390/buildings12081070

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