Dynamic response analysis of train-induced vibration impact on the Probhutaratna pagoda in Beijing

Li, Minghang; Ma, Meng; Cao, Zhonglei; Xia, Qian; Liu, Weining

doi:10.1007/s11803-021-2016-9

Cited by 16 publications

(6 citation statements)

References 28 publications

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“…Several parts consisting of power bogie within rail transit mainly are: wheel-set [32] [33], axle box, frame, primary suspension device, secondary suspension device, traction transmission device and basic braking device. Vehicle system was a complex mechanical system with multiple degrees of freedom, and its dynamic performance [34] [35] [36] was usually studied by the analysis method of multi-body system dynamics. In this work, an electro-mechanical coupling dynamic mathematical vehicle model was established based on vehicle system dynamics to study the influence of electric part of traction transmission system on rail vehicle system.…”

Section: Introductionmentioning

confidence: 99%

Dynamics Response of Rail Vehicle Induced by Incorporating Electric-Dominated Transmission Component

Yang

2024

Applied Mathematics and Nonlinear Sciences

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As an important component of train speed regulation, traction transmission system is the power source and the main transmission component of traction force. Its dynamic characteristics can affect the dynamic performance of vehicle system to a certain extent. With the rapid development of rail train transportation in China, the running speed of the train continues to improve, the dynamic characteristics of the vehicle is becoming more complex, and the influence of the electrical part of the traction transmission system gradually appears. The motor and gearbox are crucial components of the train power bogie to complete the conversion and transmission of electric energy to mechanical energy, with their dynamic characteristics are most directly affected by the electrical characteristics of the traction system. In this work, a vehicle electro-mechanical coupling mathematical model based on multi-body dynamics was established by explicitly incorporating the electric-induced traction into the transmission system, to study the influence of traction system vibration on vehicle dynamics. The dynamics responses of the lateral and longitudinal vibration on vehicle motor and gearbox were quantitatively analysed from the traction drive system. Compared with the line test, it was observed that 12-times of the fundamental frequency of the rotor has a great influence on the motor and gearbox.

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Section: Introductionmentioning

confidence: 99%

Dynamics Response of Rail Vehicle Induced by Incorporating Electric-Dominated Transmission Component

Yang

2024

Applied Mathematics and Nonlinear Sciences

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“…However, the proliferation of metro construction in tandem with urbanization has had a detrimental impact on the vibration environment surrounding the metro, especially in the station areas (Connolly et al, 2014;Thompson, 2009). The prolonged and repeated exposure to metro-induced vibrations can compromise the functionality of nearby structures, such as opera theatres, and impact the quality of life of local residents (Li et al, 2021;Li et al, 2023;Ma et al, 2016). Consequently, the evaluation of the environmental impact of metro-induced vibrations and the identification of appropriate mitigation strategies have become critical and inevitable concerns (Sun et al, 2022).…”

Section: Introductionmentioning

confidence: 99%

Assessment of adjacent building vibrations induced by metro with a multigrid fully coupled method

Wang

Cai

Zhang

et al. 2023

Preprint

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The vibrations generated by metro operations can cause structural damage and discomfort to occupants adjacent to the metro lines. In this study, a multigrid fully coupled method of metro vehicle-track-station-soil-building systems is proposed to predict and assess building vibrations before construction. This approach facilitates the efficient calculation of the fully coupled system, while ensuring precise simulations through the utilization of multigrid techniques for wheel-rail contact, track, station, soil, and building components. Using the newly-built opera theatre along Beijing metro line 4 as a case, the study demonstrates that the multigrid fully coupled model can predict the dynamics characteristics of metro-induced vibrations and distribution with high accuracy compared with the field tests. Specifically, it was found that metro operations could result in vibrations exceeding specified limits in the opera theatre, particularly at 10 ~ 40 Hz (the building's natural frequency) and 60 ~ 80 Hz (the main frequency band of vibration caused by the metro). Finally, the mechanism of excessive vibration and the effectiveness of targeted vibration mitigation measures were analyzed with the proposed method. These findings have promising implications for wider applications in environmental assessments and control strategies for new metro lines or vibration-sensitive buildings.

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“…They obtained the vibration response of the granary ruins and the vibration attenuation effect of vibration isolation barriers through field testing. Li et al [27] investigated the train vibration impact and dynamic characteristics of the Bodhi Pagoda in Beijing's suburbs, which has a history of nearly one thousand years. Erkal et al [28] conducted vibration measurements on the modest St. Sophia Mosque in Istanbul, which is situated near the Sirkeci-Halkali railroad line.…”

Section: Introductionmentioning

confidence: 99%

Experimental Investigation and In-Situ Testing of Traffic-Induced Vibrations on the Adjacent Ruins of an Ancient Cultural Sites

Zhu,

Meng,

Chen

et al. 2023

Applied Sciences

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Background: Studying the effects of traffic vibration on adjacent structures has produced fruitful results, but there is a lack of systematic research on the protection, assessment, and ambient vibration effects on cultural relics, and the majority of the studies focus on above-ground buildings, with less research conducted on underground cultural relic sites. Objective: In order to investigate the effects of road-traffic-induced vibration on nearby underground sites, the distance between them was precisely determined. Methodology/approach: The site of Chengshang Village in Jurong City, Nanjing, China, was chosen as the research object, and the vibration of the underground site caused by traffic volume was measured on-site. Based on statistical analysis of experimental data, the vibration velocity was deduced as a function of the vehicle’s speed and the vibration source’s distance. Results: The excellent frequency band for traffic load vibration is between 0 and 40 Hz, and the attenuation speed of high-frequency vibration is faster than that of low-frequency vibration; the vibration speed is positively correlated with the speed of the vehicle, and the distance from the vibration source is exponentially attenuated; and under the condition of the determined limit value of the load and the vibration speed, the safety distance increases. Conclusions: This research utilizes the collected data to describe the relationship between the vibration velocity and the distance from the vibration source. Additionally, it estimates the appropriate distance at which cultural relics should be placed from the road to ensure their safety. The study’s findings may serve as a valuable point of reference for traffic planning and the preservation of underground cultural monuments.

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Dynamic response analysis of train-induced vibration impact on the Probhutaratna pagoda in Beijing

Cited by 16 publications

References 28 publications

Dynamics Response of Rail Vehicle Induced by Incorporating Electric-Dominated Transmission Component

Dynamics Response of Rail Vehicle Induced by Incorporating Electric-Dominated Transmission Component

Assessment of adjacent building vibrations induced by metro with a multigrid fully coupled method

Experimental Investigation and In-Situ Testing of Traffic-Induced Vibrations on the Adjacent Ruins of an Ancient Cultural Sites

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