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In Part I, we have obtained a system of governing integro-differential equations for the structure via a variational principle.
The procedure is applied to two systems for which closed form solutions are also obtained: a system consisting of two point masses connected by an elastic spring which slide without friction on a horizontal plane, and a non-dispersive mechanical slider with elastic deformations due to shear strain.
I obtained a system from SimpliSafe for testing and asked a lot of technical questions of the companies' senior engineer.
We have obtained a system of two equations in the variances of the innovations of the two components (V_{P}) and (V_{I}).
Rubin and Wechselberger [42] nondimensionalized the Hodgkin–Huxley model and obtained a system with two fast and two slow variables, and a simple explicit time-scale separation parameter ε.
Finally we obtained a system independent specification for the follow-up form, which also allows semantic interoperability through the SNOMED codes.
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This approach allows developers to obtain a system design from the global specification of its requirement.
In most cases, however, one might obtain a system that is difficult to realize in practice.
The finite element method is used to obtain a system of ordinary differential equations.
The Galerkin technique is used to obtain a system of linear algebraic equations.
The Lagrangian approach is applied to obtain a system of nonlinear ordinary differential equations.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com