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Nucleotide sequences of the C. roseus SRA database were assembled and translated in order to detect putative universal stress proteins (USPs).
To summarize, novel polypeptide sequences deduced from A. viridis EST database were assembled into several families with members differing by point mutations.
A total of 268,168 apple EST sequences, including those described by Newcomb et al. [ 17], and those deposited in the GenBank database, were assembled into contigs and preliminary annotation performed by sequence homology (blastx v. Arabidopsis proteins [ 34]).
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Moreover, a relatively large sky database is assembled for model training and evaluation of the detection algorithm.
The database was assembled through an extensive review of the literature that covered 3042 test results from 253 experimental studies published between 1991 and the middle of 2013.
Using the results of previous experimental studies, a database was assembled to enable statistical assessment of the reliability of existing design models.
Then, an updated database is assembled from previous and recent test results of rectangular CFT columns subjected to eccentric axial loads to evaluate whether the existing provisions and/or stress-strain models for concrete can be used.
The main contributions of this work are two-fold: First, a dual-band database is assembled that consists of visible (baseline) and mid-wave IR left and right profile face images.
After a short introduction about the key issues regarding the confinement of masonry columns by means of composite wrapping, a wide experimental database is assembled in a second section of the paper.
We group point variation gleaned from public databases by their wild-type and mutant codons, e.g. codon mutation classes (CMCs, 576 possible such as ACG→ATG), whose frequencies in a database are assembled into a BLOSUM-style matrix describing the likelihood of observing all possible single base codon changes as tuned by the intertwined effects of mutation rate and selection.
Given that both ACI 318-08 provisions and 352R-02 recommendations have been developed based on quite limited experimental data, an extensive database was assembled by Kang et al. [12], which contains most of the available test data of reinforced concrete exterior beam-column connections with headed bars subject to load reversal.
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