Sentence examples for stressed in section from inspiring English sources

(Keep in mind, though, a point stressed in Section 2: namely, that just what an utterance of such a sentence expresses changes, in the 'high stakes' case, to some more demanding proposition we do not have a fixed such proposition, with different standards for its truth applying in the more demanding context).

As already stressed in the previous Section, we assume that a critical (∼4 ML [25]) WL is already present, so that our results are representative of a true coverage of ∼5 ML. Figure 2 Snapshots for the simulation after deposition of 1 ML of Ge on a pit-patterned substrate.

Although the p-value, as we stressed in the Methods section, is more related to the ability of the predictor to explain the outcome variability than to the predictive ability, its value for the interaction term (0.0499) seems to support the existence of an interaction.

The stresses in the section where fracturing occurred were calculated assuming the 2300 N loading specified in ISO 7206-8.

(2) varepsilon_{dc0} = frac{{varepsilon_{d0} }}{nu sqrt 2 } (3) Fig. 8 Diagram of strains and stresses in cross section of corbel.

The take away that we would like to stress in this section is that, in IO constrained cases of these applications, performance does not have to be sacrificed when moving to IaaS.

Generally in civil engineering one is not concerned with shear stresses in unsymmetrical sections except where they are of the thin-walled type.

The results presented here illustrate that residual stresses in intact sections can strongly promote cracking in adjacent layers, which is in contrast to analyses of blanket film multi-layers which predict that residual stress in adjacent layers has no effect.

An evaluation of the static behavior by measurement of deformations and stresses in different sections of runways are presented as well as non-destructive testing by heavy weight deflectometer (HWD), before and after geogrids reinforcement.

The confinement model explicitly accounts for different radial and circumferential confining stresses in hollow sections and is able to trace the evolution of stresses and strains in concrete and confinement jacket allowing to evaluate at each load step the multiaxial state of stress and FRP failure.

By the experimental observations on the properties of lateral expansion of concrete prism, a moment of reaching the axial peak stress in section was predicted in a good accuracy.