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The total number of the parallel branches in all three layers, (N_p,N_m) and (N_n) is chosen equal to 3. Figures 10 and 11 show the frequency and step responses of (G_{0}(s)) for different grounding impedances and series inductances.
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The method is tested for different ground conductivity and heat demands.
Furthermore, cost analyses were carried out for different ground improvement methods for both new and existing houses.
In this study, the dynamic characteristics of a scaled base slab are determined for different ground conditions.
A relationship was developed to correlate the ratios of the tunnel depth to the diameter (Z/D) and ground loss conditions with the level of structural damage for different ground and structure conditions.
This permits performing a PSHA at each location with the objective of obtaining intensity exceedance rates for different ground motion levels and for different spectral ordinates.
However, Kernel KSVD can always show an acceptable accuracy for different ground objects without considering this relationship due to its adaptive learning-based method.
Figures 12, 15, and 18 show hazard curves for different ground motion parameters such as PGA, PGV, and spectral accelerations for the periods of 0.2 s and 1 s for sites ISK, YLV, and MRM, respectively.
Estimated LST values obtained from various algorithms were compared with field ground measurements for different land cover categories.
The subsidence and horizontal displacement curves of ground points for different soil layer thicknesses are drawn in Figs. 9 and 10.
Open image in new window Fig. 9 Ground subsidence curves for different soil layer thickness Open image in new window Fig. 10 Ground horizontal displacement curves for different soil layer thicknesses.
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CEO of Professional Science Editing for Scientists @ prosciediting.com