Velocities at the foundation level, next to the vibration source gray line–without the wave generator black line–after the application of the wave generator (a) for the vertical velocity component (z-direction) (b) for the horizontal velocity component (x-direction) (c) for the horizontal velocity component (y-direction). Nondimensional amplitude mitigation factor in vertical cross-section, for the points located in the middle of the analyzed (y = 35 m) (a) for the vertical displacement component u z (b) for the horizontal displacement component u x and (c) for the horizontal displacement component u y.
Vertical displacement component u z for the ground surface, for t = 0.15 s (a) without the wave generator, (b) with the application of the wave generator. Reduction effect of displacements for the point located on the highest floor (Point 1 –Point 4 in Fig 2). Velocities in the middle of the highest floor (Point 1, Fig 2) grey line–without the wave generator black line–after the application of the wave generator (a) for the vertical velocity component (z-direction) (b) for the horizontal velocity component (x-direction) (c) for the horizontal velocity component (y-direction). Velocities at the foundation level, next to the vibration source grey line–without the wave generator black line–after the application of the wave generator (a) for the vertical velocity component (z-direction) (b) for the horizontal velocity component (x-direction) (c) for the horizontal velocity component (y-direction). Nondimensional amplitude mitigation factor in the vertical cross-section, for the points located in the middle of the analysed area (a) for the vertical displacement component u z (b) for the horizontal displacement component u x and (c) for the horizontal displacement component u y. Nondimensional amplitude mitigation factor for the points located 5 m below the ground surface (a) for the vertical displacement component u z (b) for the horizontal displacement component u x and (c) for the horizontal displacement component u y. Nondimensional amplitude mitigation factor for the ground surface (a) for the vertical displacement component u z (b) for the horizontal displacement component u x and (c) for the horizontal displacement component u y. Vertical displacement component u z for the ground surface, for t = 0.21 s (a) without the wave generator, (b) with the application of the wave generator. The impact excitation force.ĭynamic properties of different soil deposits. Considered domain with the vibration source and a wave generator.Ī.
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