Structural identification using a nonlinear constraint satisfaction processor with interval arithmetic and contractor programming

•A new methodology is formulated for finite element model updating.•Partially described IEP is structured as a nonlinear constraint satisfaction problem.•Measurement uncertainties are reflected in the feasible parameter space.•Feasible parameter space is completely and crisply enclosed by interval m...

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Vydáno v:	Computers & structures Ročník 188; s. 1 - 16
Hlavní autoři:	Kernicky, Timothy, Whelan, Matthew, Rauf, Usman, Al-Shaer, Ehab
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	New York Elsevier Ltd 01.08.2017 Elsevier BV
Témata:	Eigenvalues Feasibility studies Finite element analysis Finite element method Finite element model updating Interval arithmetic Inverse problems Mass-spring systems Mathematical models Microprocessors Model updating Nonlinear equations Numerical analysis Parameter estimation Partially described inverse eigenvalue problem Physical properties Probability distribution Shape optimization Structural identification Studies Uncertainty Uniqueness Vibration-based structural health monitoring Partially described inverse eigenvalue problem Structural identification Vibration-based structural health monitoring Interval arithmetic Finite element model updating
ISSN:	0045-7949, 1879-2243
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