The paper proposes a method to investigate the stochastic dynamics of a vibroimpact single-degree-of-freedom fractional system under a Gaussian white noise input. It is assumed that the system has a hard type impact against a one-sided motionless barrier, which is located at the system's equilibrium position; furthermore, the system under study is endowed with an element modeled with fractional derivative. The proposed method is based on stochastic averaging technique and overcome the particular difficulty due to the presence of fractional derivative of an absolute value function; particularly an analytical expression for the system's mean squared response amplitude is presented and compared with results obtained by numerical simulations
The stochastic response of linear and non-linear systems to external α-stable Lévy white noises is i...
Recently, a displacement-based non-local beam model has been developed and the relative finite eleme...
Stochastic response of a plate on the generalized foundation driven by random excitation is solved i...
The paper proposes a method to investigate the stochastic dynamics of a vibroimpact single-degree-of...
The paper deals with the stochastic dynamics of a vibroimpact single-degree-of-freedom system under ...
In this paper an original method is presented to compute the stochastic response of singledegree- of...
Transient solution of a fractional stochastic dynamical system under wide-band noise excitation is i...
A procedure for analyzing stationary responses of lightly nonlinear vibroimpact system with inelasti...
This paper aims at introducing the governing equation of motion of a continuous fractionally damped ...
The stochastic averaging is applied to derive the random responses of the SDOF vibro-impact system w...
We studied the response of fractional-order van de Pol oscillator to Gaussian white noise excitation...
Vibroimpact system is a mechanical system in which certain masses may collide with others or with ri...
A method is presented to compute the non-stationary response of single-degree-of-freedom structural ...
The probability density function for transient response of non-linear stochastic system is investiga...
In this paper, the Galerkin method is presented to estimate the approximate stationary and non-stati...
The stochastic response of linear and non-linear systems to external α-stable Lévy white noises is i...
Recently, a displacement-based non-local beam model has been developed and the relative finite eleme...
Stochastic response of a plate on the generalized foundation driven by random excitation is solved i...
The paper proposes a method to investigate the stochastic dynamics of a vibroimpact single-degree-of...
The paper deals with the stochastic dynamics of a vibroimpact single-degree-of-freedom system under ...
In this paper an original method is presented to compute the stochastic response of singledegree- of...
Transient solution of a fractional stochastic dynamical system under wide-band noise excitation is i...
A procedure for analyzing stationary responses of lightly nonlinear vibroimpact system with inelasti...
This paper aims at introducing the governing equation of motion of a continuous fractionally damped ...
The stochastic averaging is applied to derive the random responses of the SDOF vibro-impact system w...
We studied the response of fractional-order van de Pol oscillator to Gaussian white noise excitation...
Vibroimpact system is a mechanical system in which certain masses may collide with others or with ri...
A method is presented to compute the non-stationary response of single-degree-of-freedom structural ...
The probability density function for transient response of non-linear stochastic system is investiga...
In this paper, the Galerkin method is presented to estimate the approximate stationary and non-stati...
The stochastic response of linear and non-linear systems to external α-stable Lévy white noises is i...
Recently, a displacement-based non-local beam model has been developed and the relative finite eleme...
Stochastic response of a plate on the generalized foundation driven by random excitation is solved i...