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Vibration Analysis of Bridge Structure under Moving Train Load and Earthquake Action
In this paper, vibration of a steel truss bridge under moving train and earthquake action is analyzed. The following conclusions are drawn by modal analysis and time-history analysis. 1) Lateral dynamic response of this structure is more obvious under earthquake action and lateral dynamic effect of train running load; 2) seismic response in the directions different from train load is small, and dynamic response becomes larger obviously when they are considered together.
Vibration Analysis of Bridge Structure under Moving Train Load and Earthquake Action
In this paper, vibration of a steel truss bridge under moving train and earthquake action is analyzed. The following conclusions are drawn by modal analysis and time-history analysis. 1) Lateral dynamic response of this structure is more obvious under earthquake action and lateral dynamic effect of train running load; 2) seismic response in the directions different from train load is small, and dynamic response becomes larger obviously when they are considered together.
Vibration Analysis of Bridge Structure under Moving Train Load and Earthquake Action
Applied Mechanics and Materials ; 501-504 ; 1266-1269
16.01.2014
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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