Sentence examples for specimens were calculated from inspiring English sources

Structural performance indicators of concrete specimens were calculated.

The bending lengths of the specimens were calculated based on ASTM D 1388-96 (2002).

Damage indices of test specimens were calculated based on strength, ductility and energy dissipation characteristics.

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.

The sorptivity of the specimens were calculated by using the formula suggested by Stanish et al. (1997).

Inter-story drift of the specimens was calculated with data from laboratory apparatus and verified with test results.

The spring-back of the specimens was calculated using a numerical procedure based on the pure bending theory.

Strength, stiffness, ductility and energy dissipation capacities of specimens are calculated and compared.

The first cracking load for the different test specimens was calculated by applying similar method as that used for reinforced concrete section.

Percentage of retention in properties of the specimens is calculated as follows: % Retention = Value after aging Value before aging × 100 Open image in new window (1).