Dynamic interaction analysis of the high-speed maglev vehicle/guideway system based on a field measurement and model updating method

2019 ◽  
Vol 180 ◽  
pp. 1-17 ◽  
Author(s):  
Long Zhang ◽  
JingYu Huang
2003 ◽  
pp. 119-134 ◽  
Author(s):  
Masamichi SOGABE ◽  
Nobuyuki MATSUMOTO ◽  
Makoto TANABE ◽  
Yozo FUJINO ◽  
Hajime WAKUI ◽  
...  

2017 ◽  
Vol 17 (01) ◽  
pp. 1750006 ◽  
Author(s):  
Dong-Ju Min ◽  
Myung-Rag Jung ◽  
Moon-Young Kim ◽  
Jong-Won Kwark

The purpose of this paper is to develop a detailed 3D maglev vehicle and guideway model and investigate the dynamic response characteristics of the coupled system. For this, the maglev vehicle is modeled as one cabin and four bogies having eight electromagnetics, four sensors, and four secondary suspensions based on the Urban Transit Maglev (UTM) system in Korea. The 3D dynamic equilibrium equations of the cabin and bogies are derived by considering the actively controlled electromagnetic forces. Also, the equations of motion for the guideway are derived using the modal superposition method for vertical, lateral, and torsional modes. The resulting coupled equations of motion are then solved using a predictor–corrector iterative algorithm. Finally, through the numerical simulation of the developed system, the responses using the 3D maglev vehicle model are compared with those obtained by the corresponding 2D model. The effects of surface irregularity on the dynamic interaction behaviors are then evaluated for increasing vehicle speeds. Particularly, the 3D resonance conditions of the guideway girder and the maglev vehicle are presented considering the resonance conditions due to equidistant moving loads. In addition, some resonance phenomena are rigorously explored, including the lateral resonance by a series of vehicles running on a girder.


Author(s):  
M. Tanabe ◽  
N. Matsumoto ◽  
H. Wakui ◽  
M. Sogabe ◽  
H. Okuda ◽  
...  

In this paper, a simple and efficient numerical method to solve for the dynamic interaction of a Shinkansen train (high-speed train in Japan) and railway structure during an earthquake is given. The motion of the train is modeled in multibody dynamics with nonlinear springs and dampers used to connect components. An efficient mechanical model for contact dynamics between wheel and rail during an earthquake is presented. The railway structure is modeled with various finite elements. A three-dimensional nonlinear spring element based on a trilinear elastic-plastic material model is given for the concrete railway structure during an earthquake. A loop structure model has been devised to obtain an approximated combined motion of the train and railway structure during an earthquake. A modal method has been developed to solve large-scale nonlinear equations of motion of the train and railway structure effectively. Based on the present method, a computer program DIASTARS for the dynamic interaction of a Shinkansen train and railway structure during an earthquake has been developed. Numerical examples are demonstrated.


2011 ◽  
Vol 15 (3) ◽  
pp. 1-9
Author(s):  
Dong-Ju Min ◽  
Myung-Rag Jung ◽  
Jun-Seok Lee ◽  
Lee-Hyeon Kim ◽  
Moon-Young Kim

2000 ◽  
Vol 2000.13 (0) ◽  
pp. 691-692
Author(s):  
Makoto TANABE ◽  
Hiroyuki OKUDA ◽  
Hajime WAKUI ◽  
Nobuyuki MATSUMOTO ◽  
Masamichi SOGABE

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