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A linear quadratic regulator (LQR) controller is designed based on a group of linearized equations under the initial receiver mass condition.
For each prosthetic mass condition, the stride and step lengths, stepping speed, stance, swing and gait cycle durations, self-selected walking speed, cadence, and knee flexion angle, were measured.
Incidentally, we consider worth noting that the "second moment of mass" condition used by Akbay et al. [Acta metall. mater.47, 1469 (1994)] does not seem to be necessary in the framework of our numerical method.
Through the identification of the key influencing parameters for calculating the factor of safety and the percent strain, numerical experimentations are performed in accordance with the methodology of 2k factorial design, from which polynomial regression models are developed for each rock mass condition.
All rock mass types of tunnel were classified as fair rock mass condition (25 < GSI < 75).
The case (n=3) is special and involves a "positive mass" condition introduced by Druet [19], and inspired by the work of Shoen [53] on the Yamabe problem.
Similar(31)
These fields comprise different rock mass conditions.
The case studies selected reflect a wide range of rock mass conditions.
Results are presented for the frequencies of this beam under different force and mass conditions.
Firstly, the fracture nucleation and growth process under isotropic rock mass conditions is simulated for a circular shaft.
Empirical approaches developed to predict rock mass cavability have been based on the assessment of rock mass conditions using recognized rock mass classification schemes.
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