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The structural elements selected for this study are metallic high-slenderness poles, for which the frequency of the first vibration mode were calculated analytically, as well as by finite element method-based computer modeling for comparative purposes.
Median, standard deviation and mode were calculated for the number and the position of chiasmata.
The RMSD values between the docking poses and the native binding mode were calculated with fconv [38].
Median, standard deviation and mode were calculated for number and position of chiasmata and meiotic recombination was statistically evaluated.
The apparent resistivity and phase of the TM mode were calculated using electric fields perpendicular to the strike and magnetic fields parallel to the strike and the opposite for the TE-mode.
The mean and mode were calculated over one 24-h period.
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The Risk Priority Number (RPN) of each failure mode is calculated to identify high risk failures.
The natural frequency and corresponding vibration mode are calculated and analyzed using finite element method.
Different modes were separated in time domain and dispersive curve of each mode is calculated by FFT.
Then, based on the definition of safety index (SI), the SI for one single mode is calculated.
The critical shear stress and the torsional buckling mode are calculated for various radius-to-thickness ratios.
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