Pages that link to "Item:Q1820019"
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The following pages link to Vibration isolation using open or filled trenches. I.: 2-D homogeneous soil (Q1820019):
Displaying 9 items.
- Efficiency of wave impeding barrier in pipeline construction under earthquake excitation using nonlinear finite element analysis (Q746589) (← links)
- Vibration isolation using open or filled trenches. III: 2-D non- homogeneous soil (Q808874) (← links)
- Abatement of railway induced vibrations: numerical comparison of trench solutions (Q1654678) (← links)
- Vibration isolation using open or filled trenches. II: 3-D homogeneous soil (Q2277304) (← links)
- Vibration soil isolation analysis based on a 3-D frequency domain direct boundary element implementation: GPGPU acceleration (Q2420355) (← links)
- Three-dimensional modelling of train-track and sub-soil analysis for surface vibrations due to moving loads (Q2506338) (← links)
- A wavenumber domain boundary element model for the vibration isolation via a new type of pile structure: linked pile rows (Q2511619) (← links)
- (Q4953083) (← links)
- Helmholtz equation for a Neumann condition on a curved boundary: spurious resonances (Q5095327) (← links)