Evaluation of Dynamic Behavior for Pile-Supported Slab Track System by 3D Numerical Analysis

2017 ◽  
Vol 21 (5) ◽  
pp. 255-264
Author(s):  
Mintaek Yoo ◽  
◽  
Mincheol Back ◽  
Ilhwa Lee ◽  
Jinsun Lee
2019 ◽  
Vol 228 ◽  
pp. 116776 ◽  
Author(s):  
Song Liu ◽  
Xianhua Chen ◽  
Yuewei Ma ◽  
Jun Yang ◽  
Degou Cai ◽  
...  

2018 ◽  
Vol 10 (3) ◽  
pp. 168781401876701
Author(s):  
Gang Wei ◽  
Yong-An Wang ◽  
Ji-Qing Jiang ◽  
Ru Zhang ◽  
Zhi Ding

2021 ◽  
Vol 24 (6) ◽  
pp. 505-514
Author(s):  
Younghoon Bae ◽  
Keun-Young Chung ◽  
Min-Hwan Chae ◽  
Hyo-Seog Koh ◽  
Il-Wha Lee

2019 ◽  
Vol 2019 ◽  
pp. 1-12 ◽  
Author(s):  
Ping Lou ◽  
Kailun Gong ◽  
Chen Zhao ◽  
Qingyuan Xu ◽  
Robert K. Luo

The dynamic model for the vehicle-CRTS III slab track system is established subjected to uniform seismic excitation, and the calculation program with MATLAB is compiled and verified. The influences of track parameters, seismic intensity, and running speed of the vehicle on the dynamic responses of the system and the vehicle running safety are analyzed. The results show that (1) the track parameters have certain influence on the dynamic responses of the system, and the seismic intensity and the running speed of the vehicle have important influence on the vehicle running safety; (2) the derailment coefficient is highly sensitive to seismic intensity, and the wheel load reduction rate is also highly sensitive to the running speed of the vehicle.


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