Assessment of the reliability of wall-frame structures using simulation based method is often prohibited by the costly and lengthily computations.
Minimum correlation based methods extract a set key-frames such that the inter-key-frame correlation is minimal, i.e. it extracts the key-frames that are more dissimilar from each other.
Clustering of open reading frames (ORFs) in principle enables sequence similarity based methods to identify novel genes that are conserved within the metagenomic sample [ 10, 11].
In MRE based methods, the extraction of the key-frames is based on the minimisation of the difference between the original video sequence/shot and the sequence reconstructed from the key-frames.
The method selects key-frames based on skeleton joints and their associated attributes (joint positions, joint angles, joint velocities, and joint angular velocities).
The modified direct stiffness calculation (DSC) method for application to damage detection of RC frames based on the stiffness variation index (SVI) is comprehensively studied.
As input frames are hierarchically coded in the proposed method, we can predict which modes are suitable for the consecutive frames, based on the coding mode of the previous frame.
Thus, the frame-based method, which uses the original pitch values as features, has also been studied [2, 9 12].
The fact that the overlapping SGP proposal depends only on previous symbols implies that a frame-based method of execution is not required.
Based on this taxonomy (i.e., note-based and frame-based methods, bottom-up and top-down methods), previous studies can be classified as follows [13, 14].
