Adequacy of Statistical Linearization for Nonlinear Degrading Structural Systemsby S. Rahman, Battelle Memorial Inst, Columbus, United States,
Y. Ibrahim, Battelle Memorial Inst, Columbus, United States,
Abstract: An investigation is carried out to examine the validity of current practice in using statistical linearization method for nonlinear degrading structures subject to random ground acceleration. The method of analysis involves endochronic hysteretic constitutive law to model restoring forces and extensive Monte Carlo simulation. A numerical example on multi-degree-of-freedom system is presented.
Subject Headings: Structural systems | Linear functions | Statistics | Nonlinear response | Dynamic structural analysis | Equations of motion | Structural dynamics | Mathematical models | Nonlinear analysis | Constitutive relations | Europe | Monaco | Monte Carlo
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