Sentence examples for bare sections from inspiring English sources

The existing design rules for bare sections without CFRP strengthening are firstly reviewed and assessed, including design rules for both cold-formed steel structural members (Australian/New Zealand standard (AS 4100-1998) aNorthrth American Specification) and aluminium structures (Australian/New Zealand standard (AS 1664-1997) Americanicaluminiumium design manual).

DOI: http://dx.doi.org/10.7554/eLife.04806.011 Rod-like structures were often observed to stick out from apparently bare sections of the filaments.

These results suggest that a single cofilin molecule cannot induce conformational changes, either symmetric or asymmetric, that involve detectable changes in helical pitch when it binds to bare sections of the filament.

These are most likely the rod portions of the cofilin-rod molecules bound sparsely along seemingly bare sections of the filaments, because their length was ∼10 nm, which is expected for half an α-actinin rod (Yan et al., 1993; Anson et al., 1996), and because similar rod-like structures were rarely observed in control images of cofilin added to actin filaments.

You can now repeat the process with another color of glue by marking off the dried and bare sections with butcher's paper and painting tape.

Finally, the results suggest that a key consideration in VIV fatigue design is the length of suppression coverage and the nature of the flow to which the bare section of the riser is exposed.

Intriguingly, we noticed that the half helical pitch in the apparently bare section on one side of the cofilin cluster was short, while the pitch on the other side of the cluster was nearly normal.

Explanation for these observations could be made in part from scanning electron micrographs which showed significantly more bacteria sitting on patches of residue when it was introduced to the surfaces, compared to the bare material sections of the same surfaces.

For a bare steel section subject to any temperature gradient, a value of 0.7 is stipulated for the adaptation factor in the Eurocode.

The present paper explored how changes in the contact area S will lead to changes in the stiffness κ for a frictional interface composed of nominally bare surfaces (Section 'Relationship between κ and S').

Meanwhile, the stripped-down walls have been left bare, apart from sections still lined with blue and white tiles.