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In this study, although the estimated strength of 3 75 MPa may be regarded as a global average strength for a number of plate boundaries of various types, including convergent and transform boundaries, the estimated strength is consistent with a stress level deduced from high-resolution seismic observations of specific areas, as mentioned above.
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The test structures showed an average strength of 20 50 MPa for bonding at or above 450 °C for all three bonding forces or bonding at 400 °C with 60 kN bond force.
In the second one, two springs are used: one for rigidity of the panel zone and the other for average strength of beam and the panel zone.
For selection models, we used the estimate for the average strength of recent positive selection in humans of s = 0.022 from [ 8].
We compared the average strength of the noise correlations for 2-0 pairs evoked by the target and distracter curve and found them to be equivalent (Wilcoxon signed-rank test, P = 0.11).
The average strength of the three measurements was reported for each sample.
The average strength of peaks then was used as an estimate for the strength of the rhythm.
For the remainder of the conflict it maintained an average strength of more than 100 aircraft.
The distribution of average strength ratios for the specimens in the database against the concrete strength, ( f_{c}^{{prime }} ), and shear span-to-depth ratio, a v /d, is shown in Figs. 6, 7, 8 9, where Avg and CoV values are also reported.
The result is the average strength score for each subset.
The reduction in the tensile strength of all conditioned samples subjected to a sustained stress equivalent to 3000 με was always within the limits recommended in existing codes for high durability bars, while a lower average strength retention was observed for higher levels of sustained stress (equivalent to 5000 με).
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