The phrase "analysis of the displacement" is correct and usable in written English.
It can be used in contexts related to physics, engineering, or any field where the movement or change in position of an object is being examined.
Example: "The analysis of the displacement revealed significant insights into the object's motion under varying forces."
Alternatives: "examination of the displacement" or "study of the displacement".
The sensitivity analysis of the displacement field is performed using a semi-analytical method.
Glycan analysis of the displacement fractions indicates minimal variation in glycan distribution patterns among a wide spectrum of charge variants.
Then, the analysis of the displacement of the splitting of the rock evolution is obtained, and the coordinates of all the separated bodies (x, y) are obtained.
The following step was the analysis of the displacement values of the common items between the third and fourth grade test forms.
This study presents an analysis of the displacement interaction among general configurations of energy piles bearing on stiff soil strata that are subjected to thermal loads.
The adjoint method for the sensitivity analysis of the displacement amplitude with respect to the design variable is formulated for an undamped or damping structure under harmonic excitation.
An analysis of the displacements experienced by undulating thermally grown thin films upon thermal cycling has been presented.
Figure 6 illustrates a comparative analysis of the lateral displacement for five cases with an initial lateral displacement at the speed of 20 km/h on the tangent line.
Sensitivity analysis of the general displacement functional is derived using the adjoint method.
A preliminary report showed that frequency analysis of the fascial displacement waveform revealed a linear correlation between the ratio of the amplitude of the fundamental frequency and the second harmonic frequency and the invasively measured IMP (Wiemann et al. 2006).
To address this challenge, design charts for energy piles resting on either infinitely or finitely rigid soil strata are presented, applied and validated for the analysis of the vertical displacement of predominantly end-bearing energy pile groups subjected to thermal loads using the interaction factor method.
