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Schedule-at-a-Glance

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34 PRIMA 2013 AbstractsDesign of robust truss structures for minimumweight using the sequential convex approxim<strong>at</strong>ionmethodAlfredo CanelasUniversidad de la República, Uruguayacanelas@fing.edu.uyMiguel CarrascoUniversidad de los Andes, Chilemigucarr@uandes.clJulio LopezUniversidad Diego Portales, Chilejulio.lopez@udp.clTrusses are mechanical structures in R d , where d is 2 forplanar trusses or 3 for three-dimensional ones. They consistof an ensemble of N nodes joint by m ≥ 2 bars whichare made of a linear elastic, isotropic and homogeneousm<strong>at</strong>erial. Long bars overlapping small ones are not allowed,and therefore m ≤ N(N − 1)/2 for a mesh fullof bars. Trusses are designed to support some externalnodal loads taking into account the properties of the barm<strong>at</strong>erial. We assume th<strong>at</strong> there exists a set of primaryexternal loads, applied only in the nodes of the truss, andth<strong>at</strong> there exists a set of secondary nodal ones th<strong>at</strong> areuncertain in size and direction, which can be viewed asa perturb<strong>at</strong>ion of the main loads. Our main objective isto minimize the total amount of m<strong>at</strong>erial or weight, withthe purpose of finding the most economic structure, th<strong>at</strong>is robust under load perturb<strong>at</strong>ions.We formul<strong>at</strong>e a model in order to include the mechanicalequilibrium constraint and stress constraints, as well asbounds on displacements, considering also stability constraintsunder perturb<strong>at</strong>ion of the main load. More precisely,we will study the properties of the following non–convex semi-infinite m<strong>at</strong>hem<strong>at</strong>ical programming problem(P w) minx≥0m∑x ii=1|u j (ξ, x)| ≤ ū j j ∈ J ⊆ {1, . . . , n},|σ i (ξ, x)| ≤ ¯σ i i ∈ I ⊆ {1, . . . , m},ξ ∈ E,where x i represents the volume of each bar, u is the vectorof displacements, and σ i the stress of the i-th bar. Theset E ⊆ R n corresponds to the set of secondary loads,and we implicitly assume the mechanical equilibrium constraintK(x)u(ξ, x) = f + ξ. To address the infinite numberof constraints we reformul<strong>at</strong>e (P w) as a non–convexbilevel m<strong>at</strong>hem<strong>at</strong>ical program. The main idea is to solvethis problem assuming th<strong>at</strong> the set E of secondary loadstakes the form of a particular ellipsoid, similar to the approachedby Ben-Tal and Nemirovski . Based on the workof Beck et al., we have obtained encouraging preliminarynumerical results for this altern<strong>at</strong>ive, which approach consistson approxim<strong>at</strong>ing some non–convex constraints andsolving a sequence of parametric conic problems.Expected residual minimiz<strong>at</strong>ion for stochasticvari<strong>at</strong>ional inequalitiesXiaojun ChenThe Hong Kong Polytechnic University, Hong Kong,Chinamaxjchen@polyu.edu.hkThis talk discusses a variety of comput<strong>at</strong>ional approachesfor stochastic vari<strong>at</strong>ional inequalities and presents a newexpected residual minimiz<strong>at</strong>ion formul<strong>at</strong>ion for a classof stochastic vari<strong>at</strong>ional inequalities by using the gapfunction. The objective function of the expected residualminimiz<strong>at</strong>ion problem is nonneg<strong>at</strong>ive and Lipschitzcontinuous. Moreover, it is convex for some stochasticlinear vari<strong>at</strong>ional inequalities, which helps us guaranteethe existence of a solution and convergence of approxim<strong>at</strong>ionmethods. We propose a globally convergent(a.s.) smoothing sample average approxim<strong>at</strong>ion (SSAA)method to minimize the expected residual function. Weshow th<strong>at</strong> the residual minimiz<strong>at</strong>ion problem and itsSSAA problems have minimizers in a compact set andany cluster point of minimizers and st<strong>at</strong>ionary points ofthe SSAA problems is a minimizer and a st<strong>at</strong>ionary pointof the expected residual minimiz<strong>at</strong>ion problem (a.s.). Ourexamples come from applic<strong>at</strong>ions involving traffic flowproblems. We show th<strong>at</strong> the conditions we impose ares<strong>at</strong>isfied and th<strong>at</strong> the solutions, efficiently gener<strong>at</strong>ed bythe SSAA procedure, have desirable properties.Joint work with Roger Wets and Yangfan Zhang.Stability of two-stage stochastic programswith quadr<strong>at</strong>ic continuous recourseZhiping ChenXi’an Jiaotong Universityzchen@mail.xjtu.edu.cnYoupan HanXi’an Polytechnic UniversityWe consider the stability of the two-stage quadr<strong>at</strong>icstochastic programming problem with quadr<strong>at</strong>ic continuousrecourse when the underlying probability distributionis perturbed. For the case th<strong>at</strong> all the coefficientsin the objective function and the right-hand side vectorin second-stage constraints are random, we firstly showthe locally Lipschtiz continuity of the optimal value functionof the recourse problem; then under suitable probabilitymetric, we derive the Lipschitz continuity of theexpected optimal value function with respect to the firststagevariable and the probability distribution; and furthermore,we establish the qualit<strong>at</strong>ive and quantit<strong>at</strong>ivestability results of the optimal value function and theoptimal solution set with respect to the Fortet-Mourierprobability metric. For the more complex situ<strong>at</strong>ion th<strong>at</strong>the recourse costs, the recourse m<strong>at</strong>rix, the technologym<strong>at</strong>rix and the right-hand side vector in the second-stageproblem are all random, and th<strong>at</strong> the second-stage objectivefunction might be non-convex, we obtain the uniformlyboundedness and locally Lipschtiz continuity ofthe second-stage feasible solution set when it is regularand bounded; we also establish the locally Lipschtizcontinuity of the corresponding optimal value function;then we show the Lipschitz continuity of the expectedvalue function of the second-stage problem with respectto both the first-stage variables and the probability metricinvolved in the second-stage problem; utilizing theseresults, we finally derive the qualit<strong>at</strong>ive and quantit<strong>at</strong>ivestability results of the optimal value function andthe optimal solution set of two-stage quadr<strong>at</strong>ic stochasticprograms with respect to the Fortet-Mourier probabilitymetric.Existence of minimizers on dropsRafael CorreaUniversidad de Chile, Chilercorrea@dim.uchile.clFor a boundedly gener<strong>at</strong>ed drop [a, E] (property whichholds, for instance, whenever E is bounded), where abelongs to a real Banach space X and E ⊂ X is anonempty convex set, we show th<strong>at</strong> for every lower semicontinuousfunction h : X −→ R ∪ {+∞} th<strong>at</strong> s<strong>at</strong>isfiessup δ > 0 infx ∈ E + δBx h(x) > h(a)(B X being the unitaryopen ball in X), there exists x ∈ [a, E] such th<strong>at</strong>h(a) ≥ h(x) and x is a strict minimizer of h on the drop[x, E].The robust stability of every equilibrium ineconomic models of exchangeAlejandro JofreUniversity de Chile, Chileajofre@dim.uchile.cl

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