Sentence examples for evaluation of the ground from inspiring English sources

On the other hands, for the evaluation of the Ground Truth time-intensity curve, each mask is only used for its corresponding frame.

Terminology was used according to the recommendations of the European consortium "Systematic Evaluation of the ground based (micro-) gravity simulation paradigms available in Europe" [ 21]: We gratefully acknowledge financial support by ESA (contract no. 420022650; 4000101278 and 400012843) and DLR (grant no. 50WB0430 and 50WB0812).

While all the adolescents on 'criminal code' sampled were fully included in the study, 7 of the neglected adolescents were excluded from the interview part of the evaluation on the grounds of gross neurological and subjective intellectual impairments that was adjudged likely to impede full comprehension of the interview.

Further evaluation of the ground-state hypothesis remains necessary.

In order to increase the interest of residents in ground engineering, there is a need for a visually-intuitive evaluation method of the ground.

PBEE procedure may be simplified by decoupling the evaluation of the design ground motion levels (probabilistic seismic hazard assessment, PSHA) and that of the structural demand due to design ground motions (probabilistic seismic demand assessment, PSDA).

The present method will contribute to a better understanding of PCD and DC, and is promising to be used for the design and evaluation of the current ground improvement methods.

To achieve precise simulations that are capable of reproducing shorter-period seismic waves, such as for the evaluation of the peak ground acceleration and scattering in the Kanto Basin, we should revisit the original results from the VSP measurements and the small-scale velocity heterogeneities should be embedded in the model.

In this section, we detail the data used in our empirical evaluation, including development of the ground truth and the method for compiling separate training and test sets.

The SBVSM also performed well during the evaluation of the long-period ground motion for the northern Ibaraki earthquake, which was not used in the parameter estimations; additionally, this earthquake occurred in a different back azimuth compared to the northern Tochigi earthquake. Figure 9 shows a comparison of the simulated and observed horizontal long-period ground motions for this earthquake.

Although we proposed a new 3D velocity structure model for the evaluation of the long-period ground motions in the northern Kanto Basin, it may not be acceptable for short-period (<1 s) seismic wave propagation because of the lack of small-scale velocity heterogeneities.