Sentence examples for stable opening from inspiring English sources

The widely expected decision by the Bank of England, Britain's central bank, to trim rates to a 40-year low combined with a stable opening on Wall Street to help reverse an early morning slide in European stocks.

This result indicates that the stable opening of DNA in the region of ST sequence was due to a paused EC.

This analysis could be applied accurately only to channels that exhibited frequent stable openings such that the pressure at which two channels are open simultaneously could be determined.

Studies at the URL have shown that in highly stressed rock, damage will develop around underground openings even when a low-energy excavation method is used and that properly designing the excavation geometry and orientation plays a major role in constructing stable openings.

Two conductance states were observed: short-lived openings (∼1.1 nS) at pressures associated with gain-of-function (GOF) mutants (PL: PS = 1.8 2.4) and larger stable openings (1.64 nS), in the normal range of gating pressure.

However, if the pressure on the patch was increased (PL: PS = 1.17 1.49), stable openings that were ∼50% larger than that of the WT [1.64 ± 0.02 nS (n = 5)] were observed, and these exhibited a stability similar to that of MscS.

As a consequence, a perfect single exponential asymptotic behavior strongly hints that the pore does not close again (i.e., is stable or opening) during the course of the exocytotic release.

The results of this study have important implications for designing stable underground openings for radioactive waste repositories as well as other engineering facilities that are intended to generate minimal damage in the host rock mass.

This paper provides an overview of the various experiments and studies leading up to the TMSS, highlighting the advances in our fundamental understanding of rock mechanics related to underground excavations, and in our means of designing stable underground openings with minimal excavation damage.

We perform numerical analysis of multiple roof spans vs. cover height geometries using the DDA method to obtain the boundary curve between stable and unstable opening geometries.

This can deter the placement-induced effects of the one-leg plate on the construct responses and ensure more stable support to the opening.