Sentence examples for method for anchoring from inspiring English sources

An efficient method for anchoring silver nanoparticles (Ag-NPs) on the surface of nitrogen-doped multi-walled carbon nanotubes (CNx-MWCNTs) is reported.

We present a fast and effective method for anchoring bioreceptors to optical waveguides exhibiting a poorly reactive polymer interface and that have to be minimally perturbed with respect to their design.

A method for anchoring to the intestinal wall which reduces the risk of injury to the intestinal tissue is proposed by Glass et al. (2008) [ 14].

Further information on creating a consensus scaffold map, a second method for anchoring scaffolds, calling sex of the F2s, and fine mapping of recombinant breakpoints are presented in Supplemental Methods in File S8.

To overcome these limitations we describe a robust method for anchoring genetic markers in physical maps based on screening two-dimensional BAC pools using a combination of a modified Multiplex-Tandem PCR (MT-PCR) and High Resolution Melt analysis (HRM).

The methods for anchoring QTL intervals to the reference genome have been discussed in Zhang et al., 2013 [ 16].

The methods for anchoring QTL intervals to the reference genome have been published (Zhang et al. 2013).

These means are linked with structural characteristics such as the bond between concrete and the portion of the longitudinal linear element reinforcement extending into the joint, the method adopted for anchoring the beam reinforcement and the joint reinforcement arrangement.

By the plastic method several alternatives for anchoring the wall are possible and they can also be combined in such a way that each of them take a portion of the uplifting force, e.g. through a simple tying down device, through the sheathing-to-framing joints and through anchoring of the shear wall to the transverse wall.

A novel method has been developed for anchoring quaternary ammonium/epoxide-forming compounds (QAE) within bituminous and wood based granular activated carbons (GACs).

The main objective of this work is to contribute to a better understanding of the structural behaviour of these fully anchored walls and form the basis for establishing a new plastic design method for partially anchored shear walls, i.e. a design method capable of analysing the more practical conditions of no or partial anchorage of the studs and/or bottom rail in real structures.