[I-26]For detecting steel bridge tilt using orbit monitoring dataExamination by driving analysis simulation
〇Keita Akiyama1, Yasuyuki Akiyama1, Hirosi Kamiya1, Akito Yabe2(1.East Japan Railway Company, 2.KOZO KEIKAKU ENGINEERING Inc.)
Keywords:
Steel bridge,monitoring,Orbital displacement monitoring,Driving analysis simulation
It is important for maintenance to grasp the tilt of the bridge that leads to the crack at the fulcrum of the railway steel bridge.
As a fulcrum monitoring method, there is a method of installing a displacement sensor or the like to measure the amount of tilt, but installing a sensor on the entire bridge is costly.
Therefore, we are studying a method to detect the tilt of the bridge from the track data of the track equipment monitoring device installed in some commercial trains.
The purpose of this time is to confirm the influence of the trajectory data when the amount of tilt changes by the running analysis simulation
As a fulcrum monitoring method, there is a method of installing a displacement sensor or the like to measure the amount of tilt, but installing a sensor on the entire bridge is costly.
Therefore, we are studying a method to detect the tilt of the bridge from the track data of the track equipment monitoring device installed in some commercial trains.
The purpose of this time is to confirm the influence of the trajectory data when the amount of tilt changes by the running analysis simulation
