Effect of temperature- and frequency-dependent dynamic properties of rail pads on high-speed vehicle–track coupled vibrations
Author:
Affiliation:
1. MOE Key Laboratory of High-speed Railway Engineering, Southwest Jiaotong University, Chengdu, People’s Republic of China
2. School of Civil Engineering, Southwest Jiaotong University, Chengdu, People’s Republic of China
Funder
National Natural Science Foundation of China
National Outstanding Youth Science Foundation of China
Fundamental Research Funds for the Central Universities of China
Joint Funds from both Chinese High-speed Railway Company and the National Natural Science Foundation of China
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Safety, Risk, Reliability and Quality,Automotive Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/00423114.2016.1267371
Reference25 articles.
1. DEVELOPMENTS OF THE INDIRECT METHOD FOR MEASURING THE HIGH FREQUENCY DYNAMIC STIFFNESS OF RESILIENT ELEMENTS
2. MULTI-DIMENSIONAL CHARACTERIZATION OF VIBRATION ISOLATORS OVER A WIDE RANGE OF FREQUENCIES
3. Measurement and analysis of dynamic and acoustic parameters of rail fastening
4. Evaluation of frequency dependent rubber mount stiffness and damping by impact test
5. Measurements of the dynamic railpad properties
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