Exact(60)
Larger truck weight induced larger bridge response.
Bridge response of deck lateral deflection was also analyzed.
Finally, the current maglev vehicle and bridge response can be obtained by solving the vibration equation.
Modulus of elasticity variation effect on the bridge response was carefully investigated.
(ii) Forward Solution: Determine bridge response using present closed-form expressions at time step l.
This feature of bridge response is observed during almost all major earthquakes.
The pulse dominated the bridge response and is therefore important to consider.
Additionally, some characteristic results of the bridge response during the initial monitoring period are shown.
The main idea of this method is to estimate the unknown vehicles parameters from the available bridge response measurements.
For M zz (Figure 15), the presence or failure of shear keys is expected to affect the bridge response.
The determination of vehicle parameters from bridge response measurement requires a development of forward and an inverse scheme.
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