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The mean stiffness of the supraspinatus muscle was 10.6 ± 3.17 kPa.
It was therefore expected that the mean stiffness of these two bolts, and the mean stiffness of tree C1 at Site 803, would be slightly under-estimated.
Mean stiffness of the Inner, Intermediate and Outer samples was 4.3, 5.4 and 7.2 GPa, respectively.
Mean stiffness of the butt veneer bolt was significantly greater for Site 803.
Mean stiffness of trees from thinned plots was not lower than those from un-thinned plots.
Ultimate failure loads in older specimens being loaded in an anterior drawer mechanism averaged 496±85 N with a mean stiffness of 124±16 N/mm.
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The correlation between measurements of the mean stiffness on pairs of elastography images acquired and read by two independent operators is shown in Figure 2. The intraclass correlation coefficient was 0.80, indicating moderate agreement.
The correlation between measurements by two independent observers of the mean stiffness on each pair of elastography images acquired by a single operator is shown in Figure 1.
The agreement in a subset of 30 lesions between measurements of the mean stiffness on four elastography images per lesion, acquired by two independent operators, is shown in Figure 1.
The results also show that the strength of the dynamic interactions between groundwater flow and soil stress increases with decreasing mean hydraulic conductivity and average stiffness of randomly heterogeneous porous media.
With the use of a modest reinforcement percentage of 1.4% strategically located in circular routed out grooves at the soffit of the beam, mean stiffness enhancements of 8.4% and 10.3% for the global and local measurements were achieved respectively and a mean improvement in the ultimate moment capacity of 23% was achieved in comparison to the unreinforced glulam beams.
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