Train-Induced Vibration Characteristics of an Integrated High-Speed Railway Station

Author:

Zhu Zhihui1,Davidson Michael T.2,Harik Issam E.3,Zhi-wu Yu4

Affiliation:

1. Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, Hunan, China.

2. Assistant Research Professor, Engineering School of Sustainable Infrastructure and Environment, Univ. of Florida, Gainesville, FL 32605-0281 (corresponding author).

3. Raymond-Blythe Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506-0281.

4. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, Hunan, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. ANSYS 14.0 [Computer software]. ANSYS Canonsburg PA.

2. A New Wheel/Rail Spatially Dynamic Coupling Model and its Verification

3. Identification of parameters of vehicles moving on bridges

4. Vibration response analysis of station structures under train random excitations;Ding Y.;J. Tianjin Univ.,2012

5. Prediction of the dynamic behavior of bridges and roof of the railway main station Berlin;Feldmann M.;ZEV Rail Glasers Annalen,2006

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