The Fifteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-15), Xi\u27an, China, 11-13 October 2017This paper presents the possibility of detecting considerable changes in track stiffness using the measurements from a laser vibrometer installed on a passing train. A numerical model of a two-dimensional train-track system is implemented in Matlab using the finite element method. The loss of stiffness in the track is modeled by reducing the stiffness of the sub-ballast layer of the track at specified points. The instantaneous velocity of the rail under the train is measured using four laser vibrometers mounted on the train. The simulations show that a change in the sub ballast stiffness of the track can be de...
[EN] This paper proposes a methodology for the evaluation of the track condition by means of the mea...
Track performance and maintenance requirements are strongly related to track modulus – the ratio bet...
Railway tracks deteriorate over time due to the combined effects of train loads and environment. To ...
The Fifteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-15), Xi...
This paper presents an innovative numerical framework for railway track monitoring using acceleratio...
This paper presents an innovative numerical framework for railway track monitoring using acceleratio...
Railway track stiffness is an important track property which can help with the identification of mai...
Railway track stiffness is an important track property which can help with the identification of mai...
Railway track stiffness is an important track property which can help with the identification of mai...
This paper introduces a method to identify the bending modes of vibration of railway tracks by using...
The importance of track health in the rail industry cannot be overstated. Poor track health and moni...
The importance of track health in the rail industry cannot be overstated. Poor track health and moni...
It is generally accepted that track support stiffness is a major factor controlling rates of track g...
Railway track performance is inherently variable along its length, even on straight plain line track...
Track modulus is an important parameter in track quality or performance. Modulus is defined as ratio...
[EN] This paper proposes a methodology for the evaluation of the track condition by means of the mea...
Track performance and maintenance requirements are strongly related to track modulus – the ratio bet...
Railway tracks deteriorate over time due to the combined effects of train loads and environment. To ...
The Fifteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-15), Xi...
This paper presents an innovative numerical framework for railway track monitoring using acceleratio...
This paper presents an innovative numerical framework for railway track monitoring using acceleratio...
Railway track stiffness is an important track property which can help with the identification of mai...
Railway track stiffness is an important track property which can help with the identification of mai...
Railway track stiffness is an important track property which can help with the identification of mai...
This paper introduces a method to identify the bending modes of vibration of railway tracks by using...
The importance of track health in the rail industry cannot be overstated. Poor track health and moni...
The importance of track health in the rail industry cannot be overstated. Poor track health and moni...
It is generally accepted that track support stiffness is a major factor controlling rates of track g...
Railway track performance is inherently variable along its length, even on straight plain line track...
Track modulus is an important parameter in track quality or performance. Modulus is defined as ratio...
[EN] This paper proposes a methodology for the evaluation of the track condition by means of the mea...
Track performance and maintenance requirements are strongly related to track modulus – the ratio bet...
Railway tracks deteriorate over time due to the combined effects of train loads and environment. To ...