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The intensity of the particular design earthquake was evaluated by the deterministic method stipulated in KTA 2201 part 1.
Design Basis Accidents (DBA) can be chosen by the deterministic method for designing all the plant systems, mainly the safety ones.
For comparison, the distributions of ϕ and α, which were estimated by the deterministic method, are shown in Figure 8b.
The distributions of ϕ and α calculated by the deterministic method are very jagged, which directly reflects the noise in the observed seismic velocities.
Although the deviations of α from the true profile are still large, the estimated profiles are much more accurate than those obtained by the deterministic method.
The distributions of ϕ and α calculated by the deterministic method are directly affected by the noise of the observed seismic velocities.
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While the required bandwidth and processing time in these methods are less than the ones required by the deterministic methods, the complexity for reconstruction at the destination side is more.
A complete list of all results appears in Table 1 for the stochastic methods when dynamic requests are present, Table 2 for the stochastic methods without any dynamic requests, and Table 3 for the deterministic methods with time-independent travel speeds (all relative to the results obtained by the deterministic methods with time-dependent travel speeds).
Another famous algorithm is the deterministic method developed by Van Der Veen [5].
The deterministic method cannot reflect the randomness of wind power.
This splitting is based on a decomposition of the Hamiltonian of the Vlasov Maxwell system and allows for the construction of arbitrary high order methods by composition (independent of the specific deterministic method used for the discretization of the phase space).
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by the same method
by the trapezoidal method
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