Various responses are illustrated.
Optimized values of various responses were: Y1 = 94%, Y2 = 99.7% and Y3 = 0.011 kW h/kg of COD removed.
Power spectral densities and variances of various responses are computed conveniently by virtue of the "pseudo-excitation method".
The results of the global desirability revealed that 8 mg/L MAD, 8 mg/L NAD, 8 mg/L FAM, 6 L/h ozone flow rate and a 30 min-reaction time were the best conditions under which the optimized values of various responses were Y1 = 95.03%, Y2 = 84.93% and Y3 = 99.15%.
The responses to those questions were tallied, and the percentages of the various responses were calculated.
Further, in general, corresponding to all values of e d / r Open image in new window, the reduction in various responses are higher for the system with T y = 0.5, followed by T y Open image in new window = 1, 2 and 3. Thus, the symmetric arrangement of dampers leads to higher reduction in torsional responses for building with intermediate eccentricity.
In this section, to study the effects of torsional coupling for laterally stiff to laterally flexible systems, the ratio, R t Open image in new window for various responses are plotted against T y Open image in new window (varied from 0.1 to 3 s) in Figure 14.
To study the comparative performance of passive stiffness damper and semi-active stiffness dampers, various responses are obtained for the system with T y = 1 s, ( Omega _{uptheta} ) = 1 and e x /r = 0.3 by considering the optimum value of stiffness ratio.
To the extent that epistemic matters could enter in answering objections ("But couldn't 'P = C' be true a posteriori just as 'Hesperus = Phosphorus' is?"), various responses are possible that dispense with epistemic or other non-modal content in accordance with the strategy discussed in the paragraph corresponding to this note.
During that time, various responses were developed against the 4.Bf4 line; these included 4...g5, invented by István Abonyi, further developed by the masters Bakonyi and Drimer.
