Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.strusafe.2010.03.007
DC FieldValue
dc.titleDiscrete-continuous variable structural optimization of systems under stochastic loading
dc.contributor.authorJensen, H.A.
dc.contributor.authorBeer, M.
dc.date.accessioned2014-04-23T07:08:05Z
dc.date.available2014-04-23T07:08:05Z
dc.date.issued2010-09
dc.identifier.citationJensen, H.A., Beer, M. (2010-09). Discrete-continuous variable structural optimization of systems under stochastic loading. Structural Safety 32 (5) : 293-304. ScholarBank@NUS Repository. https://doi.org/10.1016/j.strusafe.2010.03.007
dc.identifier.issn01674730
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/50693
dc.description.abstractThe paper deals with the optimization of structural systems involving discrete and continuous sizing type of design variables. In particular, the reliability-based optimization of non-linear systems subject to stochastic excitation where some or all of the design variables are discrete is considered. The reliability-based optimization problem is formulated as the minimization of an objective function subject to multiple reliability constraints. The probability that design conditions are satisfied within a given time interval is used as measure of system reliability. The basic mathematical programming statement of the structural optimization problem is converted into a sequence of explicit approximate primal problems of separable form. The explicit approximate primal problems are solved by constructing continuous explicit dual functions, which are maximized subject to simple non-negativity constraints on the dual variables. A gradient projection type of algorithm is used to find the solution of each dual problem. The effectiveness of the method is demonstrated by presenting a numerical example of a non-linear system subject to stochastic ground acceleration. © 2010 Elsevier Ltd.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/j.strusafe.2010.03.007
dc.sourceScopus
dc.subjectApproximation concepts
dc.subjectDual formulation
dc.subjectNon-linear systems
dc.subjectReliability-based optimization
dc.subjectSensitivity analysis
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/j.strusafe.2010.03.007
dc.description.sourcetitleStructural Safety
dc.description.volume32
dc.description.issue5
dc.description.page293-304
dc.identifier.isiut000280048300004
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