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Titlebook: Stochastic Structural Mechanics; U.S.-Austria Joint S Y. K. Lin (Schmidt Chair in Engineering),G. I. Sch Conference proceedings 1987 Spring

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Time-Dependent Power Spectral Densities of Randomly Vibrating Kirchhoff-Plates, structure is calculated by an advanced boundary-integral equation method with Green s functions of finite domains. Subsequently, light hysteretic damping is built in by applying the quadrature type of elastic-viscoelastic correspondence..Random vibrations are considered by employing the time-depend
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Modeling of Earthquake Site Ground Motion Parameters Important for Damage Estimation,ons at a site. The time-dependent earthquake occurrences are represented by a Markov renewal process. Ground motion estimates at a site are obtained using the normal mode method. The ground motion forecasts are obtained in various forms including time histories, response spectral values, Fourier spe
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Parameter Estimation and Statistical Linearization,ystems. In particular we establish that the coefficient estimators for linear models, when the observed data comes from a non-linear structure are, surprisingly, the “true” statistical linearization coefficients. The significance of this result is discussed, along with important questions that are g
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Estimation of Modulating Functions of Earthquake Records, criterion is developed to distinguish stationarity from nonstationarity in case only a single finite realization of a stochastic process is available. A transformation is proposed which converts correlated random variables resulting from a stationary process into uncorrelated standard normal variab
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