A statistical non linearization method is used to approximate systems modeled by the Bouc differential equation and excited by a Gaussian white noise external load. To this aim restricted potential models (RPM) are used, which are suitable for an extended number of nonlinear problems as have been proved several times. Since the solution of RPM is known by the probabilistic point of view, all statistical characteristics can be derived at once with advantages by the computational point of view. Hence, this paper discusses the possibility to determine sets of parameters characterizing potential models that are valid for describing a hysteretic behavior. In this way the characterization of the hysteretic behavior of a system can be performed wi...
Hysteretic energy dissipation in a structure during an earthquake is the key factor, besides maximum...
International audienceThis paper presents a technique for identification of non-linear hysteretic sy...
A non-Gaussian closure approach is applied to random response of a hysteretic structure subjected to...
A statistical non linearization method is used to approximate systems modeled by the Bouc differenti...
Abstract: A statistical non linearization method is used to approximate systems modeled by the Bouc ...
To evaluate the reliability of structures subjected to severe earthquake excitations in relation to ...
Background The analysis of elastoplastic systems with hardening (Bouc-Wen systems) under stochastic...
A non-Gaussian closure scheme based on the Edgeworth expansion of the probability density function i...
The experimental dynamical response of three types of nonlinear hysteretic systems is identified emp...
Nonparametric identification techniques are used to process recorded data of nonlinear structural re...
Damage in structures is often correlated with a loss of structural stiffness. However, using dynami...
This paper proposes a novel computationally economical stochastic dynamics framework to estimate the...
[Abstract] The purpose of this paper is to propose one analytical method to make stochastic floor re...
In the last twenty years great efforts were carried out to develop the concept of energy dissipation...
For control design, hysteretic structures present a challenge due to changes in the structural param...
Hysteretic energy dissipation in a structure during an earthquake is the key factor, besides maximum...
International audienceThis paper presents a technique for identification of non-linear hysteretic sy...
A non-Gaussian closure approach is applied to random response of a hysteretic structure subjected to...
A statistical non linearization method is used to approximate systems modeled by the Bouc differenti...
Abstract: A statistical non linearization method is used to approximate systems modeled by the Bouc ...
To evaluate the reliability of structures subjected to severe earthquake excitations in relation to ...
Background The analysis of elastoplastic systems with hardening (Bouc-Wen systems) under stochastic...
A non-Gaussian closure scheme based on the Edgeworth expansion of the probability density function i...
The experimental dynamical response of three types of nonlinear hysteretic systems is identified emp...
Nonparametric identification techniques are used to process recorded data of nonlinear structural re...
Damage in structures is often correlated with a loss of structural stiffness. However, using dynami...
This paper proposes a novel computationally economical stochastic dynamics framework to estimate the...
[Abstract] The purpose of this paper is to propose one analytical method to make stochastic floor re...
In the last twenty years great efforts were carried out to develop the concept of energy dissipation...
For control design, hysteretic structures present a challenge due to changes in the structural param...
Hysteretic energy dissipation in a structure during an earthquake is the key factor, besides maximum...
International audienceThis paper presents a technique for identification of non-linear hysteretic sy...
A non-Gaussian closure approach is applied to random response of a hysteretic structure subjected to...