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Furthermore, Fig. 12b represents the variations of ratio, R t, against e x /r for lateral and edge acceleration responses.
The similar trends are also observed for stiff edge acceleration, ü ys for the laterally stiff system ( T y Open image in new window = 0.5).
Thus, the effects of asymmetry are more for laterally flexible asymmetric systems for edge acceleration responses as compared to corresponding symmetric systems.
The similar trends are also observed for flexible edge acceleration, ü yf for the laterally stiff system ( T y Open image in new window = 0.5).
On the other hand, for torsional and edge acceleration responses, the variations of R e Open image in new window remains less sensitive to α.
Furthermore, it is observed that for the system with Ω θ = 0.5 and 1, with increase in e x /r, the ratio, R t Open image in new window for stiff edge acceleration, ü ys increases and remains more than unity whereas for flexible edge acceleration, ü yf Open image in new window, it decreases and remains less than unity.
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On the other hand, there exists an optimum value of stiffness ratio for torsional, lateral and edge accelerations.
On the other hand, there exists an optimum value of stiffness ratio for torsional, lateral and edge accelerations. 2.
This means, there exist an optimum value of ξ d for the flexible edge accelerations, which is one of the important response quantities.
However, the variations for R e remains very less sensitive beyond the supplemental damping ratio equal to 30% especially for reducing the edge accelerations.
This implies that there exists an optimum range of stiffness ratio, k r, to achieve the optimum reduction in torsional, lateral and edge accelerations.
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