Pages that link to "Item:Q2856340"
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The following pages link to Three-dimensional steady-state response of a railway system on layered half-space soil medium subjected to a moving train (Q2856340):
Displaying 10 items.
- Dynamic analysis of railway bridges exposed to high-speed trains considering the vehicle-track-bridge-soil interaction (Q823935) (← links)
- Response of railway track system on poroelastic half-space soil medium subjected to a moving train load (Q837501) (← links)
- Effects of the dynamic wheel-rail interaction on the ground vibration generated by a moving train (Q994759) (← links)
- The response of a layered half-space to traffic loads moving along its surface (Q1307739) (← links)
- Analytical study of the dynamic response of an embedded railway track to a moving load (Q1420072) (← links)
- Periodically supported beam on a visco-elastic layer as a model for dynamic analysis of a high-speed railway track. (Q1429610) (← links)
- 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)
- 2.5D prediction of soil vibrations due to railway loads by the isogeometric analysis with scaled boundary (Q2058127) (← links)
- Three-dimensional modelling of train-track and sub-soil analysis for surface vibrations due to moving loads (Q2506338) (← links)
- Dynamic responses of a poroelastic half-space from moving trains caused by vertical track irregularities (Q2855287) (← links)
