The phrase "a set of anchor points" is correct and usable in written English.
It can be used in contexts where you are referring to specific reference points or markers that provide stability or guidance in a particular situation.
Example: "In our project, we established a set of anchor points to ensure that all team members are aligned with the project's goals."
Alternatives: "a collection of reference points" or "a group of guiding markers."
The lateral design includes a set of anchor points and access holes.
Selecting the sub-matrix set ({mathcal {C}}) is in fact to select a set of anchor points (hat{{mathcal {A}}}={{hat{a}}_1, {hat{a}}_2,ldots, {hat{a}}_H}).
We produce a DF using thin plate spline (TPS; Bookstein, 1989), which is defined as the least-bending smooth surface spanning a set of anchor points.
Formally, we consider an alignment Ali as well as a set of anchor points Anc as an equivalence relation defined on the set X of all positions of the input sequences.
To balance locality and computational efficiency, the hash projection matrix of each instance is parameterized, with guaranteed approximation error bound, as a linear combination of basis hash projections associated with a small set of anchor points.
Since a user-defined set of anchor points cannot be expectd to be consistent, the first step in our anchoring procedure is to select a consistent subset of the anchor points proposed by the user.
By transitivity, a set Anc of anchor points defines a quasi partial order relation ≤ Anc on the set X of all positions of the input sequences – in exactly the same way as an alignment Ali induces a quasi partial order relation ≤ Ali on X as described in [ 16, 25].
We call the set of anchor points that consists of nicely spaced points on the PS as the PS-set.
We call the set of anchor points that are not on the PS as the non-PS-set.
We note that when using only a minimal set of anchoring points, we observed even higher temperatures.
Another common compensation approach is by using a set of available anchor points of which the precise coordinates, and hence shortest inter-node distances, are used to predict a best-fit velocity profile by matching against ranging measurements.
