The phrase "auxiliary points" is correct and usable in written English.
It can be used in contexts where additional or supporting information is being discussed, often in academic or technical writing.
Example: "In our analysis, we will consider several auxiliary points that support our main argument."
Alternatives: "supporting points" or "additional points".
Based on these auxiliary points, a series of auxiliary hyperbolas are constructed using the geometric characteristics of the hyperbola.
As a consequence, the auxiliary points in step 2.3 of Table 4 can be deterministically set ([1], pp. 119-120), [37].
Second, two focal points of the least squares hyperbola are chosen as the initial reference points, and four auxiliary points are arranged (as square vertices) around each reference point.
Through comparing, judging and changing the reference points, constructing new auxiliary points and auxiliary ellipses, forming new assumed ideal ellipses, the minimum zone evaluation for elliptical profile error is realized finally by using the iterative approximation method.
Finally, by comparing, determining, and changing the reference points, followed by constructing new auxiliary points and auxiliary hyperbolas, a minimum zone evaluation and fitting for the measured hyperbola profile are accomplished.
In this case, because the block center points are not in the same line, we utilize bilinear interpolation to obtain the concentration values C′ at the auxiliary points, e.g., i1 and i2.
Mr. McCarthy's next battle is to find a distributor for a film that is nearly impossible to describe -- a quasi-documentary careful with its historical facts but purposefully nonliteral in its ways of depicting them, in part to make the auteur's auxiliary point about New York City's sad tendency to pave over its history.
With an auxiliary point, the linear method for the special case of four coplanar points is extended to find the coarse solutions for the general P3P problem.
The determination of initial thicknesses and resistivities is manually obtained by matching the VES field curves to the theoretical master curves and auxiliary point charts.
Key feature is the introduction of artificial auxiliary contact points between the wheels and the bridge deck elements in contact.
A systematical procedure is introduced to make the MIB matrix optimally symmetric and banded by appropriately choosing auxiliary grid points.
