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Stochastic analysis of structures with uncertain-but-bounded parameters via improved interval analysis
Affiliation:1. Laboratory Optimization and Reliability in Structural Mechanics LOFIMS, Mechanical Engineering Department, National Institute of Applied Sciences of Rouen, BP 08-76801 Saint Etienne du Rouvray Cedex, France;2. Mechanics, Modelling and Manufacturing Laboratory LA2MP, Mechanical Engineering Department, National School of Engineers of Sfax, BP 1173-3038 Sfax, Tunisia;1. Institute for Risk and Reliability, Leibniz University Hannover, Callinstr. 34, Hannover 30167, Germany;2. School of Power and Energy, Northwestern Polytechnical University, Xi’an 710072, PR China;3. Chair for Reliability Engineering, TU Dortmund University, Leonhard-Euler-Str. 5, Dortmund 44227, Germany;4. Faculty of Engineering and Sciences, Universidad Adolfo Ibáñez, Av. Padre Hurtado 750, Viña del Mar 2562340, Chile;5. Institute for Risk and Uncertainty, University of Liverpool, Liverpool L69 7ZF, United Kingdom;6. International Joint Research Center for Resilient Infrastructure & International Joint Research Center for Engineering Reliability and Stochastic Mechanics, Tongji University, Shanghai 200092, PR China
Abstract:The stochastic analysis of linear structures, with slight variations of the structural parameters, subjected to zero-mean Gaussian random excitations is addressed. To this aim, the fluctuating properties, represented as uncertain-but-bounded parameters, are modeled via interval analysis. In the paper, a novel procedure for estimating the lower and upper bounds of the second-order statistics of the response is proposed. The key idea of the method is to adopt a first-order approximation of the random response derived by properly improving the ordinary interval analysis, based on the philosophy of the so-called affine arithmetic. Specifically, the random response is split as sum of two aliquots: the midpoint or nominal solution and a deviation. The latter is approximated by superimposing the responses obtained considering one uncertain-but-bounded parameter at a time. After some algebra, the sets of first-order ordinary differential equations ruling the midpoint covariance vector and the deviations due to the uncertain parameters separately taken are obtained. Once such equations are solved, the region of the response covariance vector is determined by handy formulas.To validate the procedure, two structures with uncertain stiffness properties under uniformly modulated white noise excitation are analyzed.
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