The corresponding strains harboring the vector pSET152 (Supplementary Table 1) were treated in the same manner as controls.
The model was used, in combination with measured joint kinematics and published EMG recordings, to estimate the forces and corresponding strains in the ITB during running.
Distinct differences in sample thickness as well as corresponding strains were found; however, no significant differences in cartilage thickness were found between the used techniques.
The transformants expressed the hybrid gene produced clearly increased both the thermostability and substrate-binding capacity compared to the corresponding strains expressed the native Xyn2 gene.
The corresponding strains are not accurate since the computed displacements are not anticipated to match the measured displacements at the monitoring points.
Furthermore, the strain overexpressing the isobutanol pathway on a self-replicating vector with the strong Ptrc promoter showed significantly higher gene expression and isobutanol production compared to the corresponding strains expressing the same operon introduced on the genome.
Obtained longitudinal, transversal and shear strength parameters in association with the corresponding strains are the parameters used at mezzo-scale in order to calculate the Hashin criteria for the shell element failure.
Results of the comparative analysis of single and pooled faecal samples indicate that for a "strain to strain" based faecal source tracking, pooled faecal samples rather than single faecal samples are likely to be the most efficient sampling strategy for collecting the abundant corresponding strains.
Within this context, this paper presents a new methodology to calculate damage variables evolution; the proposed approach is based in the Lubliner/Lee/Fenves formulation and provides closed-form expressions of the compressive and tensile damage variables in terms of the corresponding strains.
Using randomized stress-strain-temperature relationships, based on variability of the different governing parameters (under tension: maximum stress, 0.2% proof stress, corresponding strains at maximum stress (strength) and failure; under compression: Young's modulus, proportional limit, 0.2% proof stress and the maximum stress), the probability distribution of moment capacity has been calculated.
Employing the top down approach, the virtual buckling stresses and corresponding strains for each cell wall at level n − 1 are calculated from those at level n; then, comparing these virtual buckling stresses of all cell walls, the real local buckling stress is deduced; also, the progressive failure of the hierarchical structure is studied.
