Pages that link to "Item:Q1420072"
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The following pages link to Analytical study of the dynamic response of an embedded railway track to a moving load (Q1420072):
Displaying 14 items.
- Interaction between a moving two-mass oscillator and an infinite homogeneous structure: Green's functions method (Q363154) (← links)
- Identification of effective properties of the railway substructure in the low-frequency range using a heavy oscillating unit on the track (Q363161) (← links)
- An approach for modeling long flexible bodies with application to railroad dynamics (Q655940) (← links)
- Periodically supported beam on a visco-elastic layer as a model for dynamic analysis of a high-speed railway track. (Q1429610) (← links)
- Study of the dynamic vehicle-track interaction in a railway turnout (Q1639972) (← links)
- Changes of perceived unevenness caused by in-track vibration countermeasures in slab track (Q1658660) (← links)
- A novel dynamics model for railway ballastless track with medium-thick slabs (Q1988912) (← links)
- Effect of the fractional foundation on the response of beam structure submitted to moving and wind loads (Q2213460) (← links)
- Propagation of perturbances generated in classic track, and track with Y-type sleepers (Q2432405) (← links)
- Axial force contribution to the out-of-plane response of horizontally curved beams under a moving mass excitation (Q2692062) (← links)
- Three-dimensional steady-state response of a railway system on layered half-space soil medium subjected to a moving train (Q2856340) (← links)
- INTERACTION RESPONSE OF TRAIN LOADS MOVING OVER A TWO-SPAN CONTINUOUS BEAM (Q2972183) (← links)
- (Q4230412) (← links)
- Semi-analytical solution for interfacial debonding of high-speed railway ballastless track under thermal loading using a quasi-dynamic method (Q6072763) (← links)
