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Table 7 Pearson test Parameter Pearson correlation value Sig.
The main test parameter was the spacing of shear reinforcement.
and any test parameter (pH value, incubation time, temperature, etc).
As shown in Table 2, primary test parameter is the spacing (s) of shear reinforcement.
The test parameter is the compressive strength of the concrete infill.
The test parameter was the size of the U-shaped steel beam.
For the beam specimens, the test parameter is the cross-sectional depth.
For each test parameter, the crack developments, failure modes, load displacement relation, and load-tendon stress relationship were measured.
QMSA models were found to predict the test parameter, estrogenicity, with cross validation coefficients (q2) as high as 0.84.
A parametric study is also performed to calculate the influence of each test parameter on the frequency of bubble generation.
Test results showed that structural performance such as initial stiffness, peak load, displacement ductility, and energy absorption capacity varied greatly according to each test parameter.
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CEO of Professional Science Editing for Scientists @ prosciediting.com