Numerical Analysis of Ground Vibration Induced by High-Speed Train on Viaduct

Zheng Hui Li; Yan Mei Cao; He Xia

doi:10.4028/www.scientific.net/AMM.66-68.937

Paper Titles

A Parametric Design and Simulation System for Globoidal Indexing Cam Mechanisms
p.916

A Design for Spinning Die Channel of Melt-Blown Nonwoven Fabric
p.922

The Influence of Stiffness on Automonile Brake Groan
p.927

The Investigation of the Influence of Structure Parameters on the Friction-Induced Self-Excited Vibration
p.933

Numerical Analysis of Ground Vibration Induced by High-Speed Train on Viaduct
p.937

Study on the Rapid Design and Optimization Technology of Forklift Styling
p.944

Study on the Serial Design of Chain Wheel of the Roller Chain Based on Pro/E
p.950

Effect of Gas Nitriding on CO₂ Corrosion Behavior of 40Cr Steel
p.956

A Game Theoretic Approach to Job Shop Scheduling
p.960

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 66-68Numerical Analysis of Ground Vibration Induced by...

Numerical Analysis of Ground Vibration Induced by High-Speed Train on Viaduct

Abstract:

In order to study the ground vibrations induced by high-speed train passing on viaduct, two FEM sub-models, the train-bridge-pier model and the pile foundation-soil model, are established by means of the software of ANSYS. The effectiveness of the numerical models is tested and verified by comparing with other existed results. Moreover, the influences of different train speed and the damping ratio of soil on ground vibration are analyzed.

You might also be interested in these eBooks

Mechanical, Materials and Manufacturing Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 66-68)

Pages:

937-943

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.66-68.937

Citation:

Cite this paper

Online since:

July 2011

Authors:

Zheng Hui Li, Yan Mei Cao, He Xia

Keywords:

Finite Element, Ground Vibration, High Speed Train (HST), Viaduct

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] CAO Yanmei. Theory Analysis and Experimental Study of Free Field and Buildings Vibration Induced by Trains [D]. BeiJing: Beijing Jiaotong University, (2006).

Google Scholar

[2] LEI Xiaoyan. Prediction and Assessment of Environment Vibration Induced by Elevated Railway [J]. Noise and Vibration Control, 28(6), 2008: 108-112.

Google Scholar

[3] BIAN Xuecheng. Analysis of Viaduct-ground Vibrations Due to High-speed Train Moving Loads [J]. Journal of Vibration Engineering, 19(4), 2006: 438-445.

Google Scholar

[4] ZHU Zhihui, SHANG Shouping, WU Fangbo. Artificial boundary analysis of dynamic soil- structure interaction with test verification [J]. Earthquake Engineering and Engineering Vibration, 27(3), 2007: 137-143.

Google Scholar

[5] XIA He, ZHANG Nan, Gao Ri, et al. Experimental Study on Railway Bridge and High Speed Trians [J]. Engineering and Mechanics, 24(9), 2007: 166-172.

Google Scholar

[6] WAN Xinmin. Numerial Analysis of Engineering Structures with ANSYS [M]. Beijing, China Communications Press, 2007: 499-541.

Google Scholar

[7] XIA He. Traffic Induced Environmental Vibrations and Controls [M]. Beijing, Science Press, 2010: 146-151.

Google Scholar