<efrbr:recordSet xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:efrbr="http://vfrbr.info/efrbr/1.1" xmlns:efrbr-work="http://vfrbr.info/efrbr/1.1/work" xmlns:efrbr-expression="http://vfrbr.info/efrbr/1.1/expression" xmlns:efrbr-manifestation="http://vfrbr.info/efrbr/1.1/manifestation" xmlns:efrbr-person="http://vfrbr.info/efrbr/1.1/person" xmlns:efrbr-corporateBody="http://vfrbr.info/efrbr/1.1/corporateBody" xmlns:efrbr-concept="http://vfrbr.info/efrbr/1.1/concept" xmlns:efrbr-structure="http://vfrbr.info/efrbr/1.1/structure" xmlns:efrbr-responsible="http://vfrbr.info/efrbr/1.1/responsible" xmlns:efrbr-subject="http://vfrbr.info/efrbr/1.1/subject" xmlns:efrbr-other="http://vfrbr.info/efrbr/1.1/other" xsi:schemaLocation="http://vfrbr.info/efrbr/1.1 http://vfrbr.info/schemas/1.1/efrbr.xsd"><efrbr:entities><efrbr-work:work identifier="http://purl.tuc.gr/dl/dias/BE1C68AB-16F0-44DE-AB8A-9B7647758596"><efrbr-work:titleOfTheWork>Shakedown analysis under stochastic uncertainty by chance constrained programming</efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/BE1C68AB-16F0-44DE-AB8A-9B7647758596"><efrbr-expression:titleOfTheExpression>Shakedown analysis under stochastic uncertainty by chance constrained programming</efrbr-expression:titleOfTheExpression><efrbr-expression:formOfExpression vocabulary="DIAS:TYPES">
            Κεφάλαιο σε Βιβλίο
            Book Chapter
         </efrbr-expression:formOfExpression><efrbr-expression:dateOfExpression type="issued">2018-04-18</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">2017</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>In this paper we propose a stochastic programming method to analyse limit and shakedown of structures under uncertainty condition of strength. Based on the duality theory, the shakedown load multiplier formulated by the kinematic theorem is proved actually to be the dual form of the shakedown load multiplier formulated by static theorem. In this investigation a dual chance constrained programming algorithm is developed to calculate simultaneously both the upper and lower bounds of the plastic collapse limit and the shakedown limit. The edge-based smoothed finite element method (ES-FEM) with three-node linear triangular elements is used for structural analysis</efrbr-expression:summarizationOfContent><efrbr-expression:useRestrictionsOnTheExpression type="creative-commons">http://creativecommons.org/licenses/by/4.0/</efrbr-expression:useRestrictionsOnTheExpression><efrbr-expression:note type="book series"/><efrbr-expression:note type="book title">Advances in Direct Methods for Materials and Structures</efrbr-expression:note></efrbr-expression:expression><efrbr-person:person identifier="FADA1C45-60D7-4C1D-A6B7-A24E0D35DC13"><efrbr-person:nameOfPerson vocabulary="">
            Trân Ngoc Trình
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="42A65F34-BF83-4189-BE11-EA30BEFCD256"><efrbr-person:nameOfPerson vocabulary="">
            Trần Thanh Ngoc
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="0499092B-9F01-4540-98F7-A6133D0B031E"><efrbr-person:nameOfPerson vocabulary="">
            Matthies Hermann Georg
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="http://users.isc.tuc.gr/~gestavroulakis"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Stavroulakis Georgios
            Σταυρουλακης Γεωργιος
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            Staat M.
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-corporateBody:corporateBody identifier="http://www.springerlink.com/?MUD=MP"><efrbr-corporateBody:nameOfTheCorporateBody vocabulary="S/R:PUBLISHERS">
            Springer Verlag
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            Stochastic programming
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="314C530C-C507-4F7A-882D-F0469F6FE2CA"><efrbr-concept:termForTheConcept>
            Finite element method 
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