Pages that link to "Item:Q437912"
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The following pages link to Rail-bridge coupling element of unequal lengths for analysing train-track-bridge interaction systems (Q437912):
Displaying 14 items.
- Influences of train speed and concrete Young's modulus on random responses of a 3D train-track-girder-pier coupled system investigated by using PEM (Q1713703) (← links)
- Nonlinear model for the dynamic analysis of a time-dependent vehicle-cableway bridge system (Q2241820) (← links)
- Substructuring tools for probabilistic analysis of instrumented nonlinear moving oscillator-beam systems (Q2284582) (← links)
- Formulation of three-dimensional equations of motion for train-slab track-bridge interaction system and its application to random vibration analysis (Q2291003) (← links)
- A probabilistic model for track random irregularities in vehicle/track coupled dynamics (Q2294753) (← links)
- A stochastic dynamic model of train-track-bridge coupled system based on probability density evolution method (Q2295857) (← links)
- A coupled model for train-track-bridge stochastic analysis with consideration of spatial variation and temporal evolution (Q2306957) (← links)
- Analyses of dynamic behavior of track transition with finite elements (Q2846381) (← links)
- Longitudinal track‐bridge interaction due to loading sequences (Q4582244) (← links)
- An element for analysing vehicle-bridge systems considering vehicle's pitching effect (Q4953162) (← links)
- Formulation of equations of motion of finite element form for vehicle–track–bridge interaction system with two types of vehicle model (Q5711752) (← links)
- An efficient non-iterative hybrid method for analyzing train-rail-bridge interaction problems (Q6490906) (← links)
- A versatile 3D vehicle-track-bridge element for dynamic analysis of the railway bridges under moving train loads (Q6493230) (← links)
- Shifted resonance of railway bridges under trains passing by each other (Q6499544) (← links)
