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We also present some examples of estimating the embedding constant for certain domains.
Several examples of estimating buckling loads under typical end supports are discussed.
In this section, we present some examples of estimating the embedding constant (C_{p} (Omega )) defined in (1) using Theorem 4.2 and Corollary 4.3.
The mathematical modeling, closed-form transcendental functions and numerical solution technique are described and several examples of estimating buckling loads for various boundary configurations are presented.
Several examples of estimating natural frequencies for axially grade beams and non-uniform beams are presented, which show that our method has fast convergence and obtained numerical results have high accuracy.
Table 1, a-c, provides examples of estimating efficiency indices for selected treatment types such as: (a) upgrading a single-carriageway to a dual-carriageway road section, (b) barrier installation - building a rigid median, on a single-carriageway road section, (c) resurfacing and replacing lenses by LEDs, at a signalized junction.
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Examples of estimated focal mechanisms are shown in Fig. 4.
Figure 3 Examples of estimated fault models for probable short-term SSEs.
Figure 1 Examples of estimated PSFs in detector chip 1 of Wide Field Camera (Hubble Spatial Telescope).
Figure 16 Examples of estimated KITTI trajectory according to proposed method and Geiger et al. compared to ground truth.
A summary of translation and rotation accuracy on both sets is shown in Table 1. Figure 19 Examples of estimated trajectories on the Diepenbeek/Hasselt dataset.
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