The lateral vibration of the bridge-vehicle system caused by track irregularities is investigated in this paper by means of frequency spectral analysis method. A railway cable-stayed bridge is taken as the model to study, on which a theoretical analysis is made to compare with the practical results measured. The method proves to be feasible. Then it is applied to studying the interaction between a long-span railway cable-stayed bridge and a freight car as well as the effect of track irregularities on the dynamic characteristics of the bridge-vehicle system, thus leading to a couple of conclusions of considerable significance.
Lateral Vibration of Railway Bridge-Vehicle System Caused by Track Irregularities
Vehicle System Dynamics ; 17 , 5 ; 281-293
1988-01-01
13 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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