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By modelling the ground motion as zero-mean quasi-stationary response-spectrum-compatible Gaussian stochastic process, the soil as visco-elastic medium and the target monopiled-structure as a linear behaving structure the device, herein called Vibrating Barrier (ViBa), has been designed through an optimization procedure.
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Kanai–Tajimi power spectral density function is used to model the ground motion.
The existing method to model the ground deformation for the design of geosynthetic tubes is to use the Winkler model.
In this study, we calculated the DNL values and applied the stochastic finite-fault method to model the ground motion of the 2016 Meinong earthquake.
We modeled the ground surface as a filled plane, only open at the location of the stimulation electrode, although it could have a different shape, such as a grid, or a network of interconnected counter-electrodes.
Commercial software is typically used, with the default law of the wall used to model the rough ground surface.
A cascade of two dynamic systems is proposed to model the stochastic ground motion and the response of the structure.
Since no ground model is available, in order to get observability for the off-road model, the ground is simply assumed to be a plane.
In order to develop a stereo-based mobility aid for the partially sighted, we model the ground plane based on disparity and analyze its uncertainty.
As shown in Figure 5 and Table 1, in their model, the ground deformation direction could be explained, where the existence of the shallow asperity controls the ground deformation.
To evaluate the performance of the original CLNF model and our model, the ground truth inner lips contour is extracted manually by an expert placing several landmarks on inner lips.
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