Example analysis indicates that the proposed dynamic VAR planning methodology is effective and beneficial for failure recovery after faults.
In Mexico, for example, the analysis indicated that $5.3bn£3.4bnbn) of irrigated crops could be affected from water stress by 2030.
For example, the analysis indicated upregulation by NKX3.1 of the p53 and IL1 pathways, in addition to the Notch signaling pathway.
For example, phylogenetic analysis indicated an LGT origin of the T. vaginalis hydrogenosomal NuoF protein distinct from the mitochondrial homologs [ 86], a conclusion shown likely to be incorrect upon re-analysis using more realistic models of sequence evolution [ 87].
For example, our analysis indicated that small segments of mcyD and mcyJ are likely to have undergone recombination at the branch of the group A-B boundary (Fig. 4b). 1 Number of strains. 2 Standardized index of association [ 26]. *, P < 0.01. 3 Maximum likelihood analysis of tree topology congruence based on Feil et al. [ 31].
In this example, the analysis indicates consumer preferences for immunochemical faecal occult blood testing as a screening test for colorectal cancer.
For example, our analysis indicates that fruit fly lacks monomeric TFs that recognize sites similar to those of non-canonical E2F repressors (E2F7 and E2F8; see Jolma et al., 2013) and members of the class III ETS family (Wei et al., 2010).
For example, a recent phylogenetic analysis indicated that the hydrogenosomal NuoF protein from Trichomonas vaginalis (a subunit of respiratory chain complex I) branched outside of a clade of mitochondrial homologs [ 8], leading the authors to propose a separate (non-mitochondrial) origin for this protein.
For example, for mean temperature, our initial analysis indicated that the potential cold threshold was within −5 to 5°C and the potential hot threshold was within 19 29°C.
For example, analysis results indicate that buildings designed according to NBCC 1995 (i.e., for a 10% in 50-year design force level) have actually strengths close to the 2% in 50-year design force level in terms of building drifts (Heidebrecht 1999; Biddah 1998).
