Pages that link to "Item:Q2972274"
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The following pages link to A COMPARISON OF DIFFERENT SOLUTION ALGORITHMS FOR THE NUMERICAL ANALYSIS OF VEHICLE–BRIDGE INTERACTION (Q2972274):
Displaying 7 items.
- Deflection analysis of long-span girder bridges under vehicle bridge interaction using cellular automaton based traffic microsimulation (Q2160864) (← links)
- An Efficient Algorithm for Nonlinear Analysis of Vehicle/Track Interaction Problems (Q2972540) (← links)
- A general solution to the identification of moving vehicle forces on a bridge (Q3590371) (← links)
- An efficient non-iterative hybrid method for analyzing train-rail-bridge interaction problems (Q6490906) (← links)
- Non-stationary random vibration analysis of railway bridges under moving heavy-haul trains (Q6493001) (← links)
- Dynamic analysis of an integrated train-bridge-foundation-soil system by the substructure method (Q6493036) (← links)
- Resonance analysis of train-track-bridge interaction systems with correlated uncertainties (Q6493349) (← links)