Sentence examples for all specimens were calculated from inspiring English sources

The ductility ratios μ and the energy absorption E of all specimens were calculated and the results are shown in Table 4.

Furthermore, with respect to ACI 318 (Eq. (5)), when the maximum flexural crack spacing in all specimens is calculated using the larger value of ( d_{1}^ ) and ( d_{2}^ ), those calculated values are more conservative than those calculated using only ( d_{2}^ ), as shown in Fig. 17e.

Second, for data from oligonucleotide-arrays (for example, Affymetrix) that has not been log2-transformed, ratio of each data point to the average expression of the 17 "core" genes across all specimens was calculated, followed by log3-transformation, because log3-transformed data have a better overlapped distribution with the cDNA-spotted microarray data compared to log2 transformation.

Next, the Euclidean distances between all pairs of small specimens and between all pairs of large specimens were calculated.

To assess the confinement effect on the ductility and energy absorbing capacity of the specimens, the ductility ratios and energy absorbing ratios of all of the column specimens were calculated and the results are tabulated in Table 4.

Structural performance indicators of concrete specimens were calculated.

The residual stresses in pristine DLC specimens were calculated with Stoney equation.

Hence, the flexural strengths of the specimens were calculated using linear elastic approach.

In addition, the shear strengths of the squat specimens were calculated using two different models.

The stress-number (S-N) curves, the residual strength and residual stiffness of specimens were calculated after the experiment.

Fracture energies of the notched beam specimens were calculated by analyzing load versus crack mouth opining displacement (CMOD) curves by the help of RILEM proposal.