Pages that link to "Item:Q808874"
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The following pages link to Vibration isolation using open or filled trenches. III: 2-D non- homogeneous soil (Q808874):
Displaying 8 items.
- BEM approach to protection of structures from seismic waves by a viscoelastic stratum (Q441655) (← links)
- The effectiveness of wave barriers on the dynamic stiffness coefficients of foundations using boundary element method (Q849839) (← links)
- A numerical model for the isolation of moving-load induced vibrations by pile rows embedded in layered porous media (Q1043419) (← links)
- Propagation of surface waves across a vertical layer with non-rigid contacts (Q1262033) (← links)
- Abatement of railway induced vibrations: numerical comparison of trench solutions (Q1654678) (← links)
- Vibration isolation using open or filled trenches. I.: 2-D homogeneous soil (Q1820019) (← links)
- Three-dimensional modelling of train-track and sub-soil analysis for surface vibrations due to moving loads (Q2506338) (← links)
- (Q4953083) (← links)
