Dynamic Response of Systems with Uncertain Propertiesby F. E. Udwadia, Univ of Southern California, Los, Angeles, CA, USA,
Abstract: This paper addresses the methodology for determining the response of a structure modelled as single-degree-of-freedom system whose mass, damping and stiffness parameters are known only approximately. A methodology is developed for obtaining the response of a random system to steady state harmonic and transient excitations. Analytical expressions have been obtained to yield these responses. Comparisons with Monte Carlo simulations are shown to be very good.
Subject Headings: Dynamic properties | Dynamic response | Excitation (physics) | Structural models | Steady states | Degrees of freedom | Transient response | Stiffening | Structural response | Damping | Europe | Monaco | Monte Carlo
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