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Data integrity and delay management are integrated using the WFO scheduling algorithm.
Finally, the governing equations are integrated using the fourth order Runge Kutta method.
Additionally, the evolution equations are integrated using the unconditionally stable backward Euler method.
Fluid and structure dynamics are integrated using the implicit scheme and only the pressure loads acting on the structure are integrated explicitly.
The resulting nonlinear governing equations for transient analysis of laminated plates on elastic foundation are integrated using the discrete singular convolution-differential quadrature coupled approaches.
The results of calibration, verification, and validation with respect to each individual model are integrated using the principles of conditional probability and total probability, and propagated through the Bayesian network in order to quantify the overall system-level prediction uncertainty.
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The equations of motion were integrated using the leapfrog integrator with a step of 1 fs.
The stochastic Langevin system is adapted to be integrated using the M ATL AB™ integrator ode15s [ 71, 72].
The equations of motion were integrated using the Velocity Verlet algorithm [42] with an integration time step of 1 fs.
The layers were integrated using the AHP method to obtain the criteria weights.
The associative flow rule is integrated using the exponential map which preserves the plastic incompressibility condition.
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