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For these samples, the strength of all sulfate cured concrete was 8.5 and 14%% more than the samples cured outside of the solution, respectively.
Each of these detectors samples the strength of the signal P their position around the agent.
However, in the joint meta-analysis of the KORA S3 data and the replication samples the strength of the association between rs10889553 (LEPR) and DBP was enhanced compared to the original signal (discovery sample KORA S3, P = 3.16×10−3, beta = 2.79; Meta-analysis P = 2.4×10−3, beta = 1.51).
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However, given the aforementioned problems with existing C. aestuarii sampling, the strength of this evidence against the proposed invasion scenario is limited.
For both conventional and SLM test samples, the yield strength, ultimate tensile strength and hardness was found to be high in the transverse direction.
Interestingly, even when using all 22 SAGE libraries the 293-signature results in a good separation of most IPF from the normal lung parenchyma samples demonstrating the strength of the 293-signature (Figure S2B).
Secondly, there is no need to titrate the samples, since the strength of ELISA reactions seems to be as good as titer to predict the PVL.
Also in reinforced glulam samples the highest strength was obtained using 4 layers of GFRP (B4).
Specifically, compared with PE and R-PE samples, the yield strength increased by 137.7% and 79.0%, and Young's modulus enhanced by 160.6% and 109.6%.
Pit shape, depth and distribution impacted little on the ultimate load of tensile samples, the ultimate strength almost correlated only with the maximum cross-sectional area.
However, even in those samples, the remaining strength values were far higher than those found in mortars prepared with Portland cement concrete and an inorganic binder.
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