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Therefore, experiments for the natural frequency, the response (both free and forced) spectra and frequency response characteristics of a cantilever beam under electromagnetic excitation, are, respectively, conducted to study the dynamic characteristics of linear parametrically excited system.
The resulting equation reduces to that of a multi-frequency parametrically excited system.
A forced horizontal external term is added to the parametrically excited system.
The environmental loading on the tether, mainly due to wind waves and swell, results in a parametrically excited system.
In this paper, a periodic time-varying damper is introduced, which results in a parametrically excited system.
The proper orthogonal decomposition theorem is used in an "optimal" modal reduction of a frictionally excited system.
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This paper presents a new non-probabilistic analysis method for solving the dynamic responses of parametrically excited systems under uncertainties and multi-frequency excitations.
This finding is important in the design of parametrically excited systems for engineering applications.
In the second part of the paper linear parametrically excited systems are treated.
However, unlike directly excited systems, parametric resonance has a minimum threshold amplitude that must be attained prior to its activation.
A boundary tracing method is presented for the construction of stability charts for non-canonical parametrically excited systems.
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