The method offers a fairly complete package for statistical response analyses of stochastic systems, which includes response statistics, probability density functions, correlations, spectra, etc.
Two statistical linearization approaches are used to determine the inelastic response statistics of wind-excited tall buildings with bilinear hysteretic restoring force character.
The response statistics are shown to vary significantly with the details of the statistical modelling of the system, especially in the low and medium frequency ranges.
For the parameters limiting the execution of the operations, response statistics are provided.
The PDF is then used to obtain analytical expressions for the response statistics.
A first order perturbation technique has been used to obtain the second order response statistics.
Monte Carlo Simulation (MCS) is conducted to obtain the reference response statistics.
The response statistics of the SVE models are obtained with Monte Carlo simulation.
The response statistics are determined, numerically in the time and frequency (internal detuning) domains.
Transient response statistics such as the mean value and the variance are evaluated numerically.
This paper is concerned with the response statistics of a dynamic system that has random properties.
