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author:

Zheng, Guochen (Zheng, Guochen.) [1] | Qi, Ai (Qi, Ai.) [2] (Scholars:祁皑) | Yan, Xueyuan (Yan, Xueyuan.) [3] (Scholars:颜学渊)

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EI Scopus PKU CSCD

Abstract:

In order to study the acceleration of the vibration source system from the Fuzhou Metro and to analyze the propagation law and attenuation characteristics of the soil along the metro lines, the vehicle-track vertical coupled model of vibration is established. Based on the parameters of the Fuzhou Metro, all parts of the system's vertical accelerations are counted under a certain speed, and the effect of speed alteration is analyzed. The analysis results show that: the carriages vibrate with their natural frequency; some areas of dominant frequency concentration exist from the bogie, wheelset, supporting block and track bed; and the second peaks are caused by high-frequency contact between the wheelset and supporting blocks. Track fasteners and rubber bearings can improve anti-vibration capability, and vertical acceleration increases with subway speed, while damping effects tend to stabilize. ©, 2015, Nanjing University of Aeronautics an Astronautics. All right reserved.

Keyword:

Acceleration Damping Numerical analysis Subways Vibration analysis Wheels

Community:

  • [ 1 ] [Zheng, Guochen]College of Civil Engineering and Architectures, Fuzhou University, Fuzhou; 350002, China
  • [ 2 ] [Zheng, Guochen]Fujian Earthguake Disaster Prevention Center, Earthquake Administration of Fujian Province, Fuzhou; 350003, China
  • [ 3 ] [Qi, Ai]College of Civil Engineering and Architectures, Fuzhou University, Fuzhou; 350002, China
  • [ 4 ] [Yan, Xueyuan]College of Civil Engineering and Architectures, Fuzhou University, Fuzhou; 350002, China

Reprint 's Address:

  • 郑国琛

    [zheng, guochen]fujian earthguake disaster prevention center, earthquake administration of fujian province, fuzhou; 350003, china;;[zheng, guochen]college of civil engineering and architectures, fuzhou university, fuzhou; 350002, china

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Source :

Journal of Vibration, Measurement and Diagnosis

ISSN: 1004-6801

CN: 32-1361/V

Year: 2015

Issue: 2

Volume: 35

Page: 328-333

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 10

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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