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The operations that can be omitted and the memory savings in a specific FFT implementation were discussed in [17].
Finally, deviations from the intended programme implementation were discussed in the telephone interviews with teachers.
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Various aspects of the implementation are discussed in the context of an optimized performance.
The derivation of the method, its advantages over the heuristic method and issues related to its numerical implementation are discussed in detail.
The possibility of real-time implementation is discussed in terms of a more convenient and exact performance evaluation of feedback cancellation techniques.
The numerical implementation is discussed in detail where we include also the other possible nonlinearities, namely, the temperature dependence of the thermal conductivity and the radiation-type boundary conditions.
From a point of view to utilize fracture mechanics of concrete for the solution of engineering problems, the problems in crack modeling, computational algorithm, and damping implementation are discussed in conjunction with safety assessment of concrete dam against large earthquakes.
Game implementation details are discussed in section 4 and 5. Results of the implementation are discussed in section 6.
The comparison of UNIDO ACMA Model and ISM Model for Lean implementation is discussed in section six.
One way of considering the internal and external contingencies related to EBP implementation is discussed in the seminal piece on EBP transportability by Schoenwald and Hoagwood.
One such implementation is discussed in the following section.
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