Guide Vehicle-bridge interaction dynamics : with applications to high-speed railways

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Get my own profile Cited by View all All Since Citations h-index 51 36 iindex Co-authors K. Chang Kyoto University Verified email at kyoto-u.

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Judy P. Professor in Structural Engineering, Chongqing University.


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Articles Cited by Co-authors. Journal of Structural Engineering 11 , , Journal of Sound and Vibration , , Soil Dynamics and Earthquake Engineering 23 4 , , Journal of sound and vibration , , International Journal for Numerical Methods in Engineering 51 11 , , Journal of structural engineering 4 , , International Journal for Numerical Methods in Engineering 40 20 , , Journal of structural Engineering 6 , , Journal of Sound and Vibration 1 , , Finite elements in analysis and design 40 3 , , Soil dynamics and earthquake engineering 21 1 , , Articles 1—20 Show more.

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The fastest ones have higher frequencies associated and therefore further away from the range of frequencies analyzed. Is there any way you consider the dynamics of the train according to a code? Is the train load also a function of the bridge response? The standards recommend the analysis of structures considering the train as a series of point loads, with no coupling hence train load is not a function of bridge response.

Train mass or mass coupling has been considered.

Bridges Subjected to Dynamic Loading

Does the code address the case when you have 2 trains on the bridge at a time? Have you analyzed such a case before? If so, how did you tackle the difference in arrival time between 2 trains? Does some of the train mass need to be considered at all in this analysis? Can Midas perform vehicle-structure interaction considering the dynamics of both the vehicle and the structure?

This is a requirement that seems to be coming up more often that few software packages can handle. Whether or not this type of analysis actually increases the accuracy of a model is a different story. Speaker Information. See below for his highlight projects.


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