Research Article
Development of a Vehicle-Bridge-Soil Dynamic Interaction Model for Scour Damage Modelling
Figure 8
Example signals from model for vehicle traversing at 50 km hr−1 with 10 seconds of free vibration and a Class “” road profile. (a) Vertical displacement response at mid-span of span 1; (b) horizontal displacement at top of pier; (c) vertical velocity response at mid-span of span 1; (d) horizontal velocity at top of pier; (e) vertical acceleration response at mid-span of span 1; (f) horizontal acceleration at top of pier. All signals are damped at 2%.
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