Sentence examples for maximum shear resistance from inspiring English sources

The maximum shear resistance of URM piers, V max, can be predicted with acceptable accuracy using the formulations provided by the codes of practice.

Analytical relationships were proposed, based on those available in some Codes of Practice, to estimate the maximum shear resistance of URM and RM spandrels.

Results found that inclination angles of about 70 and 45° were optimal and associated with the maximum shear resistance for specimens with CFRP reinforcement ratios of 0.298% and 0.149%, respectively.

Compared to the cases of CFRP strips perpendicular to the shear plane, additional percentage increases of the maximum shear resistance in a range of 8 23% were obtained in the cases using CFRP strips with optimal inclination angles.

Conversely, the previous UK code BS8110 increases the shear resistance provided by the concrete within 2d of supports to vc/β (in which vc is the concrete shear resistance in MPa) up to a maximum shear resistance of 0.8√fcu or 5 MPa.

In test #2, Beam-0°/90° has the highest shear resistance for maximum principal strains less than 3,000 × 10−6.

From the experimental results, the hysteretic behaviour, the elastic stiffness, the shear resistance, the maximum strength, the ductility, the energy dissipation, the equivalent damping and its coefficient of energy dissipation were assessed; those parameters are needed in order to evaluate the dynamic behaviour of ferrocement dwellings when subjected to earthquakes.

In test 1, Beam-0°/90° has the highest shear resistance in the maximum principal strain direction for maximum principal strains less than 1,400 × 10−6.

However, in the advanced stage of deformation, Beam-45° shows the largest shear resistance in the maximum principal strain direction.

This has a large impact on the mechanical properties such as the stiffness, the shear resistance and the maximum load.

G* is defined as the ratio of maximum shear stress to maximum strain, and it provides a measurement of the total resistance to deformation, which is the "sum" of the elastic part and viscous part of the mortar.