The problem of determining optimal power spectral density models for earthquake excitation which satisfy constraints on total average power, zero crossing rate and which produce the highest response variance in a given linear system is considered. The solution to this problem is obtained using linear programming methods. The resulting solutions are shown to display a highly deterministic structure and, therefore, fail to capture the stochastic nature of the input. A modification to the definition of critical excitation is proposed which takes into account the entropy rate as a measure of uncertainty in the earthquake loads. The resulting problem is solved using calculus of variations and also within linear programming framework. Illustrativ...
In the most advanced seismic codes earthquake loads are often defined by means of pseudo-acceleratio...
This paper proposes a novel computationally economical stochastic dynamics framework to estimate the...
The study considers earthquake shake table testing of bending-torsion coupled structures under multi...
A method for determining critical power spectral density matrix models for earthquake excitations wh...
A method for determining critical power spectral density matrix models for earthquake excitations wh...
A method for determining critical power spectral density matrix models for earthquake excitations wh...
This paper deals with the determination of critical earthquake load models for linear structures sub...
The problem of determining critical stochastic earthquake excitation models for simple nonlinear sys...
The highest response of multi-supported structures subjected to partially specified multi-component ...
In this paper, the tools of the stochastic dynamic analysis are adopted for Performance-Based Earthq...
The study considers the earthquake response of stack-like structures subjected to simultaneous actio...
A method is presented to find nonstationary random seismic excitations with a constraint on mean squ...
The paper presents a novel approach to predict the response of earthquake-excited structures. The ea...
Design codes typically define the seismic action in terms of pseudo-acceleration response spectra, e...
The modelling of earthquake loads as design inputs for inelastic single-degree-of-freedom structures...
In the most advanced seismic codes earthquake loads are often defined by means of pseudo-acceleratio...
This paper proposes a novel computationally economical stochastic dynamics framework to estimate the...
The study considers earthquake shake table testing of bending-torsion coupled structures under multi...
A method for determining critical power spectral density matrix models for earthquake excitations wh...
A method for determining critical power spectral density matrix models for earthquake excitations wh...
A method for determining critical power spectral density matrix models for earthquake excitations wh...
This paper deals with the determination of critical earthquake load models for linear structures sub...
The problem of determining critical stochastic earthquake excitation models for simple nonlinear sys...
The highest response of multi-supported structures subjected to partially specified multi-component ...
In this paper, the tools of the stochastic dynamic analysis are adopted for Performance-Based Earthq...
The study considers the earthquake response of stack-like structures subjected to simultaneous actio...
A method is presented to find nonstationary random seismic excitations with a constraint on mean squ...
The paper presents a novel approach to predict the response of earthquake-excited structures. The ea...
Design codes typically define the seismic action in terms of pseudo-acceleration response spectra, e...
The modelling of earthquake loads as design inputs for inelastic single-degree-of-freedom structures...
In the most advanced seismic codes earthquake loads are often defined by means of pseudo-acceleratio...
This paper proposes a novel computationally economical stochastic dynamics framework to estimate the...
The study considers earthquake shake table testing of bending-torsion coupled structures under multi...