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The number of iterations in the first loop (For each pair (fou t i,fou t(i + 1)%n)) is equal to the number of F out facets in a ring, whereas in the second loop (While(gf≠f 2)), located within the procedure Bridge, it is equal to the number of F gap facets between each pair of consecutive F out facets.
RNA-seq data was used to extend and bridge errors in gene models with the following procedure, "Bridge".
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In case of major procedures, bridging therapy was not associated with a decreased incidence of cardiovascular event, while it significantly increased the bleeding risk.
To sustain the designed load performance on this large number of CFRP-strengthened bridges, a reliable field testing procedure in bridge inspection and maintenance is needed to periodically verify bond condition and associated bridge load performance.
Although the research and findings presented in this paper are specific to a local area, these methods could be adopted globally to facilitate the implementation of the regional LRFD procedure in bridge foundations.
For the purpose of developing a vibration-based tension force evaluation procedure for bridge cables using measured multimode frequencies, an investigation on accurate finite element modelling of large-diameter sagged cables taking into account flexural rigidity and sag extensibility is carried out in this paper.
At the end of the procedure, a bridge of cuff tissue is compressed against the bone bed, producing a stable construct in the medial aspect of the footprint [ 8, 11, 12].
This paper presents an extension of the displacement-based design procedure for bridges supported on hysteretic isolation bearings.
In this paper, we present a hierarchical procedure for bridging the gap between atomistic and macroscopic modeling passing through mesoscopic simulations.
For this purpose, hazard input parameters are identified for earthquakes and hurricane events and a new risk assessment procedure for bridges subjected to hurricane wave and surge loading is also developed.
Nonetheless, with following the proper procedures, the bridge deck began to show signs of transverse cracking within 30 days of concrete placement as 14 cracks developed on the day number 26.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com