Cataract (n = 1268) was defined as the presence of nuclear, cortical, or posterior subcapsular (PSC) cataract, from standardized grading of lens photographs or previous cataract surgery.
Furthermore, analysis of the studies in which T.Y.W. was involved in the standardized grading of retinal photographs showed cut points for FPG and A1C similar to our entire study cohort.
The results from the standardized grade analysis are similar to that of the course grade analysis by parents' country of origin.
The strengths of our study include the assessment of diabetic retinopathy by standardized grading protocols, and measurement of both traditional lipid and apolipoprotein levels.
Furthermore, an advantage of repeated standardized grading inspections conducted by different inspectors and registration of inspection results is the reduction of the possibility of corruption.
This study evaluated the performance of a standardized grading system for scleritis using standard digital photographs.
Retinal vascular fractal dimension (Df) and other quantitative retinal vascular parameters (branching angle, tortuosity, and caliber) were measured based on a standardized grading protocol from photographs of the retinal fundus using a computer-assisted program.
The strengths of this study include the use of quantitative methods to measure geometry of retinal microvasculature as well as the assessment of DR and arteriolar wall signs by standardized grading protocols, and the application of sensitive sensory tests to quantify large nerve fiber function.
The strengths of this study include the photographic assessment of DR using standardized grading protocols, and one person (T.T.N ., masked to DR status, performed and supervised the assessment of the skin microcirculation responses to SNP and ACh using laser Doppler flowmetry.
Explain the standardized grading scheme: Spetzler-Martin.
The current standardized quality grades of RAs are divided according to aggregate absorption rate and specific gravity, and they are classified into structural concrete aggregates, non-structural concrete aggregates, roadbed materials, and so on, based on these grades as shown in Table 2 (Shi et al. 2015; Behera et al. 2014).
