Pages that link to "Item:Q2291003"
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The following pages link to Formulation of three-dimensional equations of motion for train-slab track-bridge interaction system and its application to random vibration analysis (Q2291003):
Displaying 11 items.
- Interaction between a moving two-mass oscillator and an infinite homogeneous structure: Green's functions method (Q363154) (← links)
- Random vibration analysis of train moving over slab track on bridge under track irregularities and earthquakes by pseudoexcitation method (Q1723350) (← links)
- A three-dimensional dynamic model for train-track interactions (Q1985217) (← links)
- Energy method solution for the vertical deformation of longitudinally coupled prefabricated slab track (Q1993227) (← links)
- Substructuring tools for probabilistic analysis of instrumented nonlinear moving oscillator-beam systems (Q2284582) (← links)
- A probabilistic model for track random irregularities in vehicle/track coupled dynamics (Q2294753) (← links)
- A coupled model for train-track-bridge stochastic analysis with consideration of spatial variation and temporal evolution (Q2306957) (← links)
- Formulation of equations of motion of finite element form for vehicle–track–bridge interaction system with two types of vehicle model (Q5711752) (← links)
- Random characteristics of vehicle-bridge system vibration by an optimized pseudo excitation method (Q6490674) (← 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)
