Abstract: The response behavior of the single-degree-of-freedom SDOF nonlinear structural system subjected to narrowband stochastic excitations studied in Part I is investigated via simulations to verify the stochastic system characteristics assumed in the development of the semianalytical method. In addition, to demonstrate the accuracy of the method, predicted response–amplitude probability distributions are presented and compared to simulation results. Numerical simulations are conducted by directly integrating the SDOF system with the narrowband excitation modeled by the 1971 Shinozuka formulation. It is observed that the proposed semianalytical method is capable of accurately characterizing the stochastic response behavior of the nonl...
The response of strongly nonlinear dynamic systems to stochastic excitation exhibits many interestin...
In certain dynamical systems, the addition of noise can assist the detection of a signal and not deg...
The response of structural dynamical systems excited by multiple random excitations is considered. T...
First examined is the problem of obtaining the nonstationary stochastic response of a nonlinear syst...
In this paper, a strongly nonlinear beam-impact system under both broad-banded and small-banded, Gau...
In this paper, an improved probabilistic linearization approach is developed to study the response o...
In this paper, a strongly nonlinear beam-impact system under both broad-banded and small-banded, Gau...
A semi-analytical method is proposed for determining the response of a lightly damped single-degree-...
Analytical and experimental investigations are made of the response of linear systems subject to mag...
The response of non-linear, dynamic systems to stochastic excitation exhibits many interesting chara...
In the first half of the thesis, a novel approach is developed for determining the response of a lig...
First examined is the problem of obtaining the nonstationary stochastic response of a nonlinear syst...
The stationary response of smooth and bilinear hysteretic systems to narrow-band random excitations ...
The response of strongly nonlinear dynamic systems to stochastic excitation exhibits many interestin...
The response of a Duffing oscillator to narrow-band random excitation is considered. Two approaches,...
The response of strongly nonlinear dynamic systems to stochastic excitation exhibits many interestin...
In certain dynamical systems, the addition of noise can assist the detection of a signal and not deg...
The response of structural dynamical systems excited by multiple random excitations is considered. T...
First examined is the problem of obtaining the nonstationary stochastic response of a nonlinear syst...
In this paper, a strongly nonlinear beam-impact system under both broad-banded and small-banded, Gau...
In this paper, an improved probabilistic linearization approach is developed to study the response o...
In this paper, a strongly nonlinear beam-impact system under both broad-banded and small-banded, Gau...
A semi-analytical method is proposed for determining the response of a lightly damped single-degree-...
Analytical and experimental investigations are made of the response of linear systems subject to mag...
The response of non-linear, dynamic systems to stochastic excitation exhibits many interesting chara...
In the first half of the thesis, a novel approach is developed for determining the response of a lig...
First examined is the problem of obtaining the nonstationary stochastic response of a nonlinear syst...
The stationary response of smooth and bilinear hysteretic systems to narrow-band random excitations ...
The response of strongly nonlinear dynamic systems to stochastic excitation exhibits many interestin...
The response of a Duffing oscillator to narrow-band random excitation is considered. Two approaches,...
The response of strongly nonlinear dynamic systems to stochastic excitation exhibits many interestin...
In certain dynamical systems, the addition of noise can assist the detection of a signal and not deg...
The response of structural dynamical systems excited by multiple random excitations is considered. T...