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In all cases the damping factors obtained with active control are one to three orders of magnitude larger than that of the uncontrolled structure.
The results are compared with those for the uncontrolled structure and the structure controlled using a linear quadratic regulator algorithm designed using stochastic linearization (SLQR).
The MR-TMD system, even when moderately reducing the critical joint stress amplitudes, can improve substantially the overall bridge fatigue resistance over the uncontrolled structure.
We input a set of initial values for these parameters, and the code updates them while minimizing the total energy in the uncontrolled structure.
However, traditional nanoscale DDSs suffer from several inherent drawbacks, including sophisticated synthesis, uncontrolled structure, low drug loading capacity, high reticuloendothelial system (RES) accumulation, unpredicted metabolic mechanism, and so on.
The performance of the semiactive controlled structure is compared to the uncontrolled structure for a broad range of ground motion intensities and varying levels of nonlinear structural behavior to observe the improved reliability of the semiactive controlled structure.
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Furthermore, the response statistics of the controlled non-linear coupled structures under random seismic excitation are evaluated by using the stochastic averaging method, and are compared with those of the uncontrolled structures to determine the control efficacy.
His wavy, unkempt hair and the uncontrolled, bursting structure of his face pushing outwards towards the edges of the picture suggest a nature thrusting beyond the conventional forms of life.
Population stratification can act as a confounding factor in genetic studies, such as genome-wide association studies (GWAS), where the presence of uncontrolled population structure can lead to false-positive or false-negative findings [1] [3].
Open image in new window Open image in new window Fig. 9 Maximum controlled and uncontrolled displacements of structures throughout the height.
At the end of the study, the time history of the first and top floor displacements, frequency responses of both the uncontrolled and controlled structures and control voltages are presented and the results are discussed.
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