Sentence examples for displacements is given from inspiring English sources

Considering a 2D homogeneous elastic domain, (varOmega), with boundary, (varGamma), the equilibrium equation, written in terms of displacements, is given by u_{i,jj} + frac{1}{1 - 2upsilon }u_{j,ji} + frac{{b_{i} }}{mu } = 0 (1)in which (mu) is the shear modulus, (upsilon) is the Poisson's ratio, (u_{i}) are the components of the displacement field, and (b_{i}) are the body forces.

The relationship of the forces to the displacements is given by the equation ΔF i = Σ j Γ ijΔR j.

Lateral loads and displacements are given in Table 5.

Lateral loads, δmin, δavg, and δmax displacements are given in Table 3.

Three-dimensional point-load Green's functions for stresses and displacements are given in complex-plane line-integral representations.

Three-dimensional point-load Green's functions for stresses and displacements are given, for the first time, in the complex-plane line-integral representations.

In consideration of movable boundaries of the lattice-boom structures, the additional external nodal forces and their derivatives on the structural and mechanical displacements are given for the residual force equations.

Anterior and cranial displacements are given as positive values, and posterior and caudal displacements as negative values.

In our example, we have free surfaces such that (hat t_{i}=0) on ∂ Ω or clamped faces where the displacement is given (as zero).

We show that a solution to the original system wherein the displacement is given in terms of the force can be obtained as a limit of a sequence of approximate problems.

Then, if we consider the time interval (0 le t le t_{mathrm{a}}), during which afterslip is observed, we have (t ll theta ^prime) and the total displacement is given by begin{aligned} s(t) = s_{mathrm{a}} left( 1 - {hbox {e}}^{-t/theta }right) + ct end{aligned} (104 with (c= {bar{s}}_v/theta ^prime).