At Mid Niigata Prefecture Earthquake in October 2004, a Shinkansen train was derailed while being operated at the speed of 200km/h, which was the first case of the derailment of a Japanese high speed train under commercial operation through the long history. As reported, the horizontal ground motion of the earthquake was concluded to be the major cause of the derailment. Based on the reports and facts, we believe that we should study the derailment mechanism of a high speed railway vehicle due to large earthquakes, and pursue to develop an effective measure to minimize the risk of railway system against large earthquakes. In this research, a vehicle-track dynamics simulation program is developed and then employed to numerically examine the derailment mechanism and the function of Anti-derailing guard rails. The 16 DoF vehicle-track dynamics model is composed of a 10 DoF half car model and a 6 DoF track model to capture the entire dynamic response of a vehicle and rails. This reasonably simplified dynamics model should be suitable for studying the derailment mechanism and effect of guard rails. Also for more comprehensive understanding on the derailment mechanism and guard rail function for high speed railway vehicle, derailment process should be directly verified. Therefore, we also arrange an experimental setup with 1/10 scale vehicle and roller rig providing both conditions of high speed wheel/rail rolling contact and large amplitude excitations. Through the numerical analysis and experiment, we obtained the flowing outcomes. Firstly, as with the derailment pattern and process, rocking derailment is the cause of derailment due to large earthquakes. Secondly, as the measure to minimize the derailment risks, guard rails work effectively to the rocking derailments in times of large earthquakes.
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