Sentence examples for connection assemblies from inspiring English sources

An extensive study is then conducted to investigate different parameters that impact the behavior of double angle connection assemblies during a fire.

Second, a parametric study is conducted to investigate some major parameters that impact the behavior of shear endplate connection assemblies during a fire.

The model is validated by comparing predicted thermal and structural response parameters of connection assemblies with measured data from fire tests on subframe assemblies with and without the concrete slab.

The validated model is applied to study the effect of decay rate, loading type, presence of the concrete slab and degree of axial restraint on the fire performance of double angle connection assemblies.

This design provided a close to zero dead volume connection assembly for the separation and collection capillaries causing minimal extra band broadening during high-precision micropreparative DNA fractionation.

Further, presence of the concrete slab significantly enhances the rigidity of the connection assembly and mitigates local instabilities, such as local and lateral torsional buckling, that arise in beams and this improves the performance of connections.

The connection assembly consists of a modified Holz-Stahl-Komposit (HSK)™ application: perforated steel plates that are adhesively bonded into the timber panel with duct tape being used to cover some rows of the holes in the perforated plate.

The remarkable systematic presence of their gene in Type 1 neck modules suggests a critical role in the head-to-tail connection assembly or function.

Because of the systematic presence of the Ne1 gene in the neck module and of the few experimental data pointing towards an important role of Ne1 in virion head-to-tail connection assembly and infectivity, we further included the Ne1 gene in our description of Type 1 necks.

While mated reads are expected to provide assembly benefits similar to longer reads, the connection to assembly quality is less clear and so we have not utilized this assumption as we have for read length.

Failure modes of post-Northridge US connections can be classified into three categories: local beam buckling; lateral-torsional buckling of the connection sub-assembly; and low-cycle connection fatigue.