Sentence examples for redistribution of forces from inspiring English sources

One reason may have been Sir Roger's notion of having the orchestra adopt the stylistic characteristics of the Vienna Philharmonic circa 1910, which meant both a redistribution of forces (split violins and brass, and the basses back and center) and having the strings play without vibrato (but with a swooping portamento).

The expected redistribution of forces, because of the 3D nature of the problem and the anticipated loss of contact between the adjacent flanges, is appropriately taken into consideration.

Debonding at the FRP-to-masonry interface has been identified as the preferred failure mechanism in fibre-reinforced polymer (FRP) retrofitted masonry as it allows for some redistribution of forces.

The algorithm is based on the correlation between a parameter called curvature increased factor (CIF) and the bending stiffness of the plate, D. Accurate correlation can be achieved only by considering the effect of the redistribution of internal forces and moments due to the damage on the curvature distribution.

This paper is focused on statically indeterminate structures where thermal expansion is restrained and significant internal forces occur in the structure leading to possible plasticization and subsequent redistribution of internal forces.

The growth of the plastic deformations provokes the redistribution of the forces.

The novelty of the proposed methodology lies in the sequential dynamic + static procedure that tracks the redistribution of axial forces following each critical column removal.

There are many possible sources for this reserve strength: effects of gravity loads, order in which the various plastic hinges are formed, redistribution of internal forces, etc. (Humar and Rahgozar 1996).

Deep beam with 1.0 < a/d < 2.5, which developed inclined cracks, are able to carry additional loads by an arch action after a redistribution of internal forces (MacGregor and Wight 2006).

Interlocking root systems with a high number of roots allow a wider redistribution of destabilising forces, increasing the probability that unstable zones are linked to stable ones, assuring the stability of the whole slope.

The plastic collapse load can be obtained through limit load analyses, making full use of the plastic capacity of the cross-section and possible redistribution of internal forces after formation of the first hinge.