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A numerical procedure is first presented for the analysis of the structure.
An iterative procedure is first suggested to evaluate system reliability and expected mission cost simultaneously.
The Bayesian inference procedure is first designed to identify measurement biases and misalignments via posterior probabilities.
The proposed new optimal allocation procedure is first explained using the 3-D matrix/matrix multiplication (MMM) problem.
In the algorithm, an iterative design procedure is first derived for obtaining a local optimal solution to the problem.
The procedure is first illustrated with numerically generated test data and next applied on experimentally measured results.
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The Godunov procedure is second-order accurate for smooth flow and remains stable for discontinuous initial data, even in the zero-viscosity limit.
The system design procedure was first presented.
The theoretical details of the solution procedure are first presented.
This basic procedure was first used in its present form on the Detroit River Railroad Tunnel between Detroit and Windsor, Ontario (1906 10).
When this procedure was first described, cuts were made simultaneously at the maxilla and the mandible.
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