Sentence examples for method for shear from inspiring English sources

We recommend the isoframe method for shear wave estimation for saturated chalk.

In previous studies (Zhang and Johnson, 2012, 2013) [1,2], the authors proposed a substructure identification method for shear structures.

This work presents an approximate analysis based upon the Green's functions method for shear deformable beams that enables the evaluation of GI and GII without resort to finite element computations.

Lateral strengths obtained from the proposed method for shear wall panels with different sheathing materials and steel stud thicknesses, sizes and spacing of sheathing-to-stud fasteners were compared with those of recent experimental investigations.

The shear strength of ferrocement beams was investigated and reported in the literature by some researchers (Mansur and Ong 1991; Desayi and Nandakumar 1995) The adopted method for shear strength calculation in the present analysis is based on the Egyptian Code provision (HBRC 2008) as stated in Eq. (21).

Repeating this method, for various shear forces, makes it possible to draw some interaction curves between overturning moments and shear forces.

In this paper, a new method for analyzing shear lag effect in thin-walled box girders is proposed in which the additional deflection induced by shear lag effect is adopted as the generalized displacement.

The shear deformation and the shear strength of the original RC columns were effectively improved by the external ECC jacket, and a prediction method for the shear strength of the ECC jacketed columns was given based on the current Chinese codes.

The solution is obtained by using Navier method for various shear deformation theories.

This article proposes a practical semi-empirical method for determining shear crack-induced deformations in Glass Fibre Reinforced Polymer (GFRP) Reinforced Concrete (RC) beams.

We study the 2D rheological properties of hydrogen-bonded polymer multilayers assembled directly at dodecane-water and air-water interfaces using pendant drop/bubble dilation and the double-wall ring method for interfacial shear.