Sentence examples for joint ratios from inspiring English sources

With F-FDG PET, the inflamed-to-control joint ratios were 1.5 ± 0.4 (P = 0.095) and 1.6 ± 0.2 (P = 0.0020) at 8 h and 24 h after phytohemagglutinin-induced inflammation, respectively.

For these reasons, this contribution tries to give a compressed, but comprehensive and clearly structured view about the maximum equivalent stress acting on the bolt as a function of the actual joint parameters (e.g. ratio between tensile and shear forces acting on the joint, ratio between bolt and plates stiffness, effect of coefficient of friction, static or fatigue loads).

According to intra-animal comparison, the inflamed-to-control joint ratio was on average 1.2 ± 0.14 (P <0.001) at 10 − 30 minutes after the tracer injection.

This notion is supported by registry data showing decreased efficacy of biologicals in cases with a low swollen-tender joint ratio.

The effects of weld size and joint dimension ratios on the fatigue strength were systematically studied.

The prevalence of kinematic data, in conjunction with the analysis presented here, facilitates determining the scope of A P and I E joint loading ratios experienced by the TKR population.

The optimum geometric parameters including the truss span to height ratio (L/H), the truss span to joint spacing ratio (L/S) and the truss height to width ratio (H/W) were proposed in this study for the economic design of concrete-filled multi-planar CHS Inverse-Triangular tubular truss.

In the previous investigations, special attention is paid to the joint aspect ratio and beam longitudinal reinforcement ratio.

They noted medial joint space ratio and the acetabular cover ratio improvement.

The parametric study from the database indicates that the shear strength of unreinforced exterior joints is mainly influenced by two parameters: (1) joint aspect ratio which is defined as the ratio of beam to column cross-section heights and (2) joint shear index which is dependent on the beam longitudinal tension reinforcement ratio and its strength.

In the present paper, the effect of non-dimensional geometrical parameters and brace-to-chord inclination angle on the distribution of SCFs and DKT-/KT-joint SCF ratios (SRs) along the weld toe of tubular DKT-joints under the balanced axial loads is studied.