Sentence examples for specimens are calculated from inspiring English sources

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

In this regard, dynamic compressive strength, modulus of elasticity, toughness and damage behavior of the concrete specimens are calculated incorrectly if improper pulse shaper is used.

Capacity values of the specimens are calculated according to ACI 440 Committee report and the results are compared with experimental results.

The fracture toughness KIC and KIIC of the main crack tip of the specimens are calculated with obtained experimental results and the law of KIC and KIIC changing with tilted angles, temperatures and loading rate is obtained to gain an insight to damage mechanism of frozen soil in compression.

Similarly, the relative elongations at ultimate loads δ RT of the RT-series specimens are calculated by means of the elongations, u RT, and deformed length within the gauge length of L 3, L RT, using Eq. (2): delta_{{rm {RT}}} = frac{{u_{{{{rm RT}}}} }}{{L_{ 3} }},;text{with};u_{{{{rm RT}}}} = L_{{text{RT}}} - L_{3} (2).

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.

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.

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