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The force analyses of both active and passive overconstrained PMs belong to the statically indeterminate problem.
In theory, there are an infinite number of possible solutions to the statically indeterminate problem of active overconstrained PMs.
For this statically indeterminate problem, the reactions of the structure can be solved using the flexibility method.
The distribution of driving forces/torques of a redundantly actuated PM belongs to the statically indeterminate problem.
Discussion: This is a traditional method applicable to the statically indeterminate problem of general passive overconstrained PMs.
An interative procedure is proposed to sovle the indeterminate problem of load-sharing among journal bearings due to the introduction of thrust bearings.
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Statically indeterminate problems can be treated with no additional effort.
However, as Descartes points out, there are also indeterminate problems that involve an infinite number of solutions.
From the basic difference equation (2.5) we may also conclude that the polynomials are subject to an indeterminate moment problem, we come back to this in Section 3.
In this paper we study the N-extremal matrices of measures associated to a completely indeterminate matrix moment problem, i.e., those matrices of measure W, solutions of a completely indeterminate matrix moment problem for which the linear space of matrix polynomials is dense in the corresponding L2(W).
For the indeterminate string covering problem we obtain an O nk2+2kk3 -time algO nk2+2kk3 -timeis the number of non-solid symbols, while for the palgorithmrd covering problem wheretain a running time of O(nk2+2O(√klogk)).
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