Sentence examples for computing column from inspiring English sources

Hence, the total time complexity of computing column j is O | Σ | n 2 λ 2 log | D | 2 (n ) + | Σ | 2 n.

Therefore, the total time for computing column j in all these matrices is O | Σ | j 2 q j 2 + | Σ | 2 j = O | Σ | n 2 λ 2 log | D | 2 (n ) + | Σ | 2 n.

Computing column j in matrices EDT α  and ED, the algorithm performs O matrix-vector min-plus multiplications (Equations 15 and 16), each taking O n 2 λ 2 log | D | 2 (n ) time using the algorithm in Section "The EDDC algorithm based on efficient D-discrete min-plus matrix-vector multiplication", and computes the entry-wise minimum of | Σ| i-length vectors (Equation 16) in O (| Σ| i) time.

The theoretically computed column ultimate strengths were compared to the ultimate strengths computed from the moment magnifier method using different combinations of equations for K and EI.

The theoretically computed column ultimate strengths were compared to the ultimate strengths of the same columns computed from the ACI moment magnifier method using different combinations of equations for K and EI.

The theoretically computed column ultimate strengths were divided by the strengths of the same columns calculated from the ACI moment magnifier method using different combinations of K and EI equations to obtain the nondimensionalized strength ratios.

Because input and output matrices are mean-centered and normalized to standard deviations computed column by column, each sensitivity value is defined relatively to the relevant deviations.

For example, if a user wants to create a categorical variable 'ElderlyMale', which would have a value of 1 for male patients aged at least 60 years old and 0 for other patients, they would input 'ifelse(Age>=60 & Sex='Male', 1, 0)' in the 'Expression to compute' column in the dialog.

This study shows that for computing the column ultimate strength, the current practice of using the Jackson Moreland Alignment Chart is the most accurate method for determining the effective length factor.

The most common procedure used in North America for computing the column effective length factor K is the Jackson Moreland Alignment Chart, which is easy to use even though it is based on cumbersome equations.

The study also shows that for computing the column ultimate strength, the accuracy of the moment magnifier method can be further improved by replacing the current ACI equation for EI with a nonlinear equation for EI that includes variables affecting the column stiffness and proposed in an earlier investigation.