A simple equivalent linear multi-degree-of-freedom (MDF) model is proposed to approximate the stationary rms response levels of yielding MDF structures subjected to Guassian random base excitation. The linear model is characterized by an equivalent stiffness for each yielding element, and a damping matrix which is proportional to that in the unyielded system. The yielding systems under study herein have nearly elasto-plastic bilinear hysteretic elements. No exact analytical solutions are known for such systems. A semi-empirical approach is used to determine the equivalent parameters of the simple model used here. The equivalent stiffness values used here are not based on response velocity values, but rather on the distribution of rms distor...
In this paper, the problem of random vibration of geometrically nonlinear MDOF structures is conside...
A recently developed finite-element-based equivalent linearization approach for the analysis of rand...
The response of simple structural systems to stationary random excitation is considered under two cr...
The random response of bilinear hysteretic yielding systems subjected to a stationary Gaussian white...
The stochastic response of a yielding 2DF system subjected to a stationary Gaussian white noise exci...
The dynamic response of stiffness degrading models subjected to random excitations is investigated. ...
This study considers third-order linear systems and a two mode linear system as candidates for equiv...
A mathematical model for the response of multi-degree of freedom, hysteretic, and degrading systems...
To evaluate the reliability of structures subjected to severe earthquake excitations in relation to ...
Text includes handwritten formulasEquivalent linearization of bilinear hysteretic systems subjected ...
An investigation is performed to determine the response of yielding two-story frames subjected to a ...
The first and second moments of response variables for SDOF system with pseudoelastic material are o...
In this paper, an equivalent linearization method considering higher order statistics based on nonli...
A method for computing the lower-order moments of randomly-excited multi-degree-of-freedom (MDOF) sy...
This study of the stationary random vibration of single degree of freedom bilinear hysteretic oscill...
In this paper, the problem of random vibration of geometrically nonlinear MDOF structures is conside...
A recently developed finite-element-based equivalent linearization approach for the analysis of rand...
The response of simple structural systems to stationary random excitation is considered under two cr...
The random response of bilinear hysteretic yielding systems subjected to a stationary Gaussian white...
The stochastic response of a yielding 2DF system subjected to a stationary Gaussian white noise exci...
The dynamic response of stiffness degrading models subjected to random excitations is investigated. ...
This study considers third-order linear systems and a two mode linear system as candidates for equiv...
A mathematical model for the response of multi-degree of freedom, hysteretic, and degrading systems...
To evaluate the reliability of structures subjected to severe earthquake excitations in relation to ...
Text includes handwritten formulasEquivalent linearization of bilinear hysteretic systems subjected ...
An investigation is performed to determine the response of yielding two-story frames subjected to a ...
The first and second moments of response variables for SDOF system with pseudoelastic material are o...
In this paper, an equivalent linearization method considering higher order statistics based on nonli...
A method for computing the lower-order moments of randomly-excited multi-degree-of-freedom (MDOF) sy...
This study of the stationary random vibration of single degree of freedom bilinear hysteretic oscill...
In this paper, the problem of random vibration of geometrically nonlinear MDOF structures is conside...
A recently developed finite-element-based equivalent linearization approach for the analysis of rand...
The response of simple structural systems to stationary random excitation is considered under two cr...