Having formulated both conditions for the window to define a tight Gabor frame (in Section 3) and the error resulting from the channel diagonalization based on, we can now turn to window optimization.
The resulting representation of s* has a form similar to what is described in Section 3.1, with the difference that the best-fitting n GMMs of the baseline HMMs are used to label a frame in Section 3.1, but here the template frames that are aligned to a frame of the MDTS representative are used to select a set of l GMMs to relabel the frame of the representative.
At each user-click of the tip-electrode, automatic tracking commences between the diastolic and systolic image frames determined in Section 2.1.
Open image in new window Fig. 5 General configurations of steel frames in tunnel section, their arrangement and connecting joints.
Figure 5 indicates the general configuration of steel frames in tunnel section together with their arrangement and connecting joints.
A first order model is a structure \(\langle \bG, \bR, \bD_{O}, \bI\rangle\) where \(\langle \bG, \bR\rangle\) is a frame, as in Section 3.1, \ \bD_{O}\) is a non-empty object domain, and \ \bI\) is an interpretation that assigns to each \(n\ -place relation\ -place\(P\) a mapping, \(\bI(P)\) frelationG\) to symbols of \(\bD_{O}^{n}\).
Your demand must comport with and fall within the request time frames noted in Sections 5200 to 5205.
The block most similar to the corrupted block is selected from a number of sources: the previous frame, the next frame, the bidirectional motion-compensated average of the previous and the next frames, as presented in Section 3.4.
Figure 1 in Section 1 shows frames from selected sequences in the data set.
The next result, shown in Figure 12, is for AWF SR applied to LR frames compressed with the difference-frame compression described in Section 3.1.2.
