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Through use of working face 6304-1 (Jisan Colliery) as the research setting, the association between roof convergence magnitude and both packwall strength and width have been elucidated.
It is shown that the energy positions of the spin-polarization extremes and the width of relative spin conductance excess plateau could be significantly manipulated by the electrostatic potential strength and width, as well as its position relative to the FM stripes.
Spectroscopic measurements of the strength and width of atomic spectral lines allow the composition and physical properties of a substance to be determined.
Spectroscopic measurements of the strength and width of these lines allow the composition and physical properties of a substance to be determined.
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The previous tests cover a wide range of structural factors such as yield strength and width-to-thickness ratio of steel plates.
Parametric studies were conducted using the verified FEM to investigate the influence of aspect ratios, steel strength, and width-to-thickness (h/t) ratio of steel plate.
Through this work, variation rules of post-buckling ultimate stress and local buckling stress of the axial compression members with steel yield strength and width-to-thickness ratio are clarified.
The two body width traits (strength and rump width) also had top-20 SNPs on chromosomes other than BTA16 and BTAX (e.g., BTA13 and BTA26 for strength and BTA19 for rump width).
Strength and rump width are related to body width but likely involved different genes because <25% of the top 100 SNPs (Additional File 2: Table S1) and only four of the top 20 SNPs were in common for the two traits.
In an animal study, Umemura et al. [ 9] reported that the effects of jump training on tibial bone strength, mass, and width of the tibial diaphysis were preserved after 24 weeks of detraining.
Then, the variation of the calculated strengths with design variables (steel yield strength, concrete strength, and effective width of concrete slab) was investigated.
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