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This alteration of natural fire regimes by the reduction in fire frequencies leads to changes in vegetation, especially to the loss of the native fire-resistant species.
The use of reduced frequencies leads one to think that the accuracy of the finite element model is governed by a master curve.
However, observations of modal frequencies of soils and buildings in a region or within a current seismic risk analysis are not fully considered together, even when past earthquakes have demonstrated that coinciding soil and building frequencies leads to greater damage.
However, it is shown in the present paper that such an a priori assumption is not necessary since, in general, just the maximization of the gap between two consecutive natural frequencies leads to significant design periodicity.
We show that the traditional identification of frequency parameters and observed nucleotide frequencies leads to a cascade of problems.
Thus, this effect at higher shaking frequencies, leads to DOT signals closer to the real DOT values indicated by the OTR values measured under oxygen-limited conditions.
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Increasing lemma frequencies led to increased fluency.
In the model high drought frequencies led to reduced numbers of kites.
Higher hydrogen pressures and lower loading frequencies lead to faster crack growth.
In general, low duty cycles and high pulse frequencies lead to an enhanced particle codeposition.
In terms of this number, high-frequency perturbations pass through the flame while low frequencies lead to a strong response.
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