The effect of infinitesimal damping on the dynamic instability mechanism of conservative systems.
The Influence of the Load Model and other Parameters on the Dynamic Behavior of Curved-in-Plane Bridges
This paper deals with the dynamic behavior of curved-in-plane bridges where the effect of the bridge curvature radius, the moving load (vehicle) speed, the truck cant angle, the deck surface conditions and, mainly, the response accuracy depending on the vehicle model used are investigated. Besides the above parameters, the influence of several loading models is studied as well, especially the models of a concentrated load, a damped mass-load, a sequence of two concentrated loads and a real vehicle...
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