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Dynamic coefficients are determined using the method of linearization of bearing reactions.
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Moreover, using the method of linearization, the local asymptotic stability of the endemic equilibrium was studied.
Further, by using the method of linearization, the local asymptotical stability of the endemic equilibrium is also studied.
The method of linearization is used to prove the local asymptotic stability of the unique equilibrium point.
According to the demands of the overall system, the decentral controllers are designed to adjust the forces of each leg employing the method of feedback linearization.
It is also shown that the method of equivalent linearization is not suitable for the study of the power spectra of the response of non-linear plates.
The control system is based on a nonlinear control scheme using the method of feedback linearization.
The stabilising control is designed by the method of feedback linearization.
This can be attributed to the method of bi-linearization of the capacity curve as well as the sudden rupture of the FRP layer at high drifts, which results in rapid strength degradation after the peak strength.
The method allows linearization of a nonlinear dynamical system in few number of linearization points for the purpose of hybrid modeling and model predictive control.
The paper investigates the potentialities of the method of equivalent stochastic linearization (ESL) as a tool for reliability analyses of nonlinear hysteretic structures with random mechanical properties, in view of its possible use for the probabilistic calibration of the safety elements used in seismic design.
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