Constraints. Sirisha. Sep. 6-8, 2006.

Size: px
Start display at page:

Download "Constraints. Sirisha. Sep. 6-8, 2006."

Transcription

1 Towards a Better Understanding of Equality in Robust Design Optimization Constraints Sirisha Rangavajhala Achille Messac Corresponding Author Achille Messac, PhD Distinguished Professor and Department Chair Mechanical and Aerospace Engineering Syracuse University, 263 Link Hall Syracuse, New York 13244, USA messac@syredu Tel: (315) Fax: (315) Bibliographical Informationn Rangavajhala, S, and Messac, A, "Towards a Better Understanding of Equality Constraints in Robust Design Optimization," 11th Multidisciplinary Analysis and Optimization Conference, Portsmouth, Virginia, Paper No AIAA , Sep 6-8, 2006

2 11th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference 6-8 September 2006, Portsmouth, Virginia AIAA th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference, 6 8 Sep 2006, Portsmouth, Virginia Towards a Better Understanding of Equality Constraints in Robust Design Optimization Sirisha Rangavajhala and Achille Messac Rensselaer Polytechnic Institute, Troy, NY, 12180, USA Abstract Equality constraints in deterministic problems pose strict limitations on design feasibility because of the exactitude associated with such constraints Equality constraints in robust design optimization (RDO) problems can be classified into two types: (1) those that must be satisfied regardless of uncertainty, examples include physics-based constraints, such as F = ma, and (2) those that cannot be satisfied because of uncertainty, which are typically designer-imposed, such as dimensional constraints Our goal is to maintain design feasibility under uncertain conditions to exactly satisfy physics based equality constraints, and to satisfy designer-imposed constraints exactly or as closely as possible Whether or not a particular equality constraint can be exactly satisfied depends on the nature of the design variables that exist in the constraint In this context, the contribution of this paper is two-fold First, we present a rank-based matrix approach to interactively classify equality constraints into the above two types Second, we present an approach to incorporate designer s intra-constraint and inter-constraint preferences for designer-imposed constraints into the RDO formulation Intra-constraint preference expresses how closely a designer wishes to satisfy a particular constraint, in terms of its mean and standard deviation A designer may express inter-constraint preference if satisfaction of a particular designer-imposed constraint is more important than that of another In other words, a designer might desire higher constraint satisfaction for some equality constraints, even if it is at the expense of lower constraint satisfaction for other equality constraints The above discussed constraint satisfaction preferences give the designer the means to explore design space possibilities; and entail interesting implications in terms of decision making An example is provided to illustrate the proposed approach I Introduction Uncertainty is present in all real life engineering design problems Robust design optimization (RDO) approaches 1 9 attempt to minimize the effects of uncertainties on the design reliability and performance Uncertainty in design can exist in several forms, which include: (1) manufacturing tolerances, (2) material properties, (3) modeling uncertainty, and (4) fluctuating operating conditions Most RDO problems are formulated by appropriately incorporating uncertainty into the corresponding deterministic optimization problems The resulting solution in RDO highly depends on how the objective function and the constraints of the corresponding deterministic problem are modified to account for uncertainties In particular, equality constraints that exist in the deterministic problem impose strict limitations on the solution feasibility, and must be carefully formulated into the RDO problem In our past research, we explored the challenges and implications associated with a careful formulation of equality constraints under PhD Candidate, Department of Mechanical, Aerospace, and Nuclear Engineering, AIAA Student Member Professor, Department of Mechanical, Aerospace, and Nuclear Engineering, AIAA Associate Fellow, Corresponding Author messac@rpiedu Copyright c 2006 by Achille Messac Published by the, Inc with permission 1 of 18 Copyright 2006 by Achille Messac Published by the, Inc, with permission

3 uncertainty 10,11 In this paper, we further examine equality constraint formulation in RDO problems, with the added perspective of flexibility to the designer in terms of constraint classification and formulation We begin by providing a brief introduction and pertinent literature survey In most RDO problems, the design variables are typically modeled as random variables to account for uncertainty The objective function and the constraint functions then become functions of random variables, and are hence random variables themselves Strict satisfaction of the equality constraint is a contentious issue because of this probabilistic nature On the other hand, equality constraints representing physical laws of nature, such as static or dynamic equilibrium conditions, must be identically satisfied in order to maintain design feasibility, regardless of uncertainty Satisfying equality constraints at their mean values, relaxing the equality constraint, and elimination of the equality constraint through substitution 19 are approaches that are typically followed in RDO problems In our previous work, 10,11 we present a detailed study of equality constraint formulation for single and multiobjective RDO problems We present equality constraints in RDO problems as classified into two types: 10,11,20 (1) Type S, those that must be satisfied, regardless of the uncertainty present in the problem, and (2) Type S, those that cannot be satisfied, because of the uncertainty present in the problem In deterministic optimization problems, feasibility is possible only when the equality constraints are exactly satisfied When the constraints are transformed into the robust domain, the goal of maintaining the design feasibility translates to satisfying as many equality constraints as possible, and as closely as possible Whether or not an equality constraint can be satisfied depends on the nature of design variables (eg, independent or dependent) that exist in that constraint In our previous work, 10 we outline propositions based on which one can classify constraints into Type S and Type S For large-scale problems with several equality constraints, the classification of constraints can be challenging; a linearization based classification is also discussed in Ref 10 In this approach, a given set of equality constraints is linearized about a point of interest, and arranged in a matrix form as a linear system of equations An equation ordering scheme is implemented to classify equality constraints Once the equality constraints are classified, the next task is to appropriately formulate the equality constraints into the RDO problem Type S constraints must be formulated so that they are exactly satisfied under uncertain conditions Such equality constraints can be potentially eliminated by substituting for a dependent variable present in the constraint 10,19 For Type S constraints, we use a so-called approximate moment matching approach, 10,11 where we attempt to satisfy the equality constraint as closely as possible We restrict the mean of Type S constraints to be as close to zero as possible, and their standard deviations to be as small as possible 10,11 Figure 1 illustrates the approximate moment matching approach discussed above The optimization formulations for the approximate moment matching approach for single and multiobjective problems are given in Refs, 10,11 and are later discussed in detail The approximate moment matching approach results in a multiobjective formulation to formulate equality constraints, which entails interesting implications 11 in terms of decision making under uncertainty A Observations from the Literature Survey Motivation We observe from the literature that, while the previous work 10,11 provides an important understanding of the challenges and implications associated with equality constraints in RDO problems, associated critical issues need further examination The classification approach presented in Ref 10 uses a linearization-based technique to classify equality constraints into the above discussed two types This approach works well if the designer has prior knowledge regarding the nature of the design variables If, for example, the designer wishes to explore what-if scenarios in terms of variable types (ie, independent and dependent), the linearization based approach presented in Ref 10 might not be suitable Also, in some cases, the designer might wish to exactly satisfy a particular equality constraint, and define the type of the associated design variables In such cases, the classification of the constraints governs the classification of the variables The linearization based approach presented in Ref 10 does not provide a systematic way to do so There is a need to make the constraint classification process more interactive, where the designer has more control over the process than what is offered in Ref 10 2 of 18

4 Satisfying Constraint at the Mean µ h = 0 possibly high σ h 0 h(x) Approximate Moment Matching method mean close to zero low standard deviation 0 Mean tolerance h(x) Figure 1 Approximate Moment Matching Formulation for Type S Constraints Another issue that requires further consideration is the need to incorporate intra-constraint and interconstraint preferences in the RDO formulation Intra-constraint preference expresses how closely a designer wishes to satisfy a particular constraint, in terms of its mean and standard deviation A designer may express inter-constraint preference if satisfaction of a particular designer-imposed constraint is more important than that of another In other words, a designer might desire higher constraint satisfaction for some equality constraints, even if it is at the expense of lower constraint satisfaction for other equality constraints Intraconstraint preference can be expressed using the approximate moment matching formulation presented in Ref, 10 which can be further enhanced to incorporate inter-constraint preferences In this paper, our objectives are two fold First, we propose an interactive equality constraint classification approach, where the designer can exercise appropriate control over the constraint classification process For example, the designer can choose to make a particular constraint Type S; in which case the proposed approach ensures that the required mathematical definitions of the underlying variables are appropriately made Second, we present an RDO formulation that expresses intra-constraint and inter-constraint preferences explicitly The paper is organized as follows In Section II, we present the mathematical background needed for the interactive classification approach, which is presented in Section III Intra and inter constraint preferences are discussed in Section IV In Section V, we present a numerical example to illustrate the proposed approaches, and conclude the paper with a summary in Section VI II Equality Constraints and the Nature of Design Variables In this section, we present the necessary mathematical background needed to explain the interactive classification proposed in this paper We present the assumptions made in the study, and discuss the propositions used to classify equality constraints into the two types discussed earlier As discussed earlier, the uncertainty in the design variables in RDO problems is accounted for by modeling them as random variables We observe that two types of random variables are possible in RDO problems: (1) First, those that are independently distributed, with a statistical definition that is independent of that of other variables Such variables are independently prescribable by the designer, typically in terms of their means and standard deviations We refer to such variables as prescribable variables (2) Second, those that are jointly distributed with other variables Such variables are not independently prescribable by the 3 of 18

5 designer, and hence we refer to them as non-prescribable variables We assume that the statistical dependence of such variables on the other independent variables is given to us in the form of the equality constraint In other words, the equality constraint gives the functional form of the statistical dependence between the independent (prescribable) and dependent (non-prescribable) variables The following two important propositions are made based on which equality constraints can be classified: 10 Proposition 1: An equality constraint belongs to the Type S class if there exist at least one available non-prescribable variable and at least one prescribable variable in that constraint function Let us explain why the above proposition holds The existence of at least one non-prescribable and one prescribable variable in the equality constraint implies the following The dependent (non-prescribable) variable in the constraint, which does not have its own statistical definition, can be defined as a function of the independent (prescribable) variable(s) In other words, the statistical dependence of the non-prescribable variable on the prescribable variable(s) is defined by the equality constraint We now explain the term availability in the above proposition Consider the hypothetical case where several equality constraints contain the same and only non-prescribable variable Since the non-prescribable variable can have only one mathematical definition, it can be only used to satisfy one equality constraint Once a non-prescribable variable has been defined using a particular constraint, it is considered unavailable for the other constraints Once we establish that Proposition 1 holds for a given equality constraint, we could potentially eliminate the constraint by substituting for the available non-prescribable variable To illustrate the above discussion, we consider a simple example Two equality constraints for a cylinder of radius, R, and height, H are given as follows: volume, πr 2 H = 30 m 3, and total surface area, 2πRH+2πR 2 = 50m 2 Assume that H is a prescribable variable and R is a non-prescribable variable The variable R can have only one independent mathematical definition in terms of H, either using the volume constraint, or using the area constraint Say we choose to exactly satisfy the volume constraint Then, the variable R is unavailable to exactly satisfy the area constraint The variable R can be eliminated from the formulation using the volume constraint: R = 30 πh We now discuss the second proposition used to classify equality constraints Proposition 2: An equality constraint belongs to the Type S class if it consists of only prescribable variables Prescribable variables have a-priori definitions of their own, and cannot be again defined otherwise, eg, using an equation A function of prescribable random variables, which is a random variable, cannot exactly be equal to a constant Since such constraints cannot be exactly satisfied, our interest lies in satisfying them as closely as possible under uncertainty 10 In small-scale problems, classifying an equality constraint based on the above propositions might not be complicated However, in large-scale problems with nonlinear equality constraints, it might be difficult to understand the coupling between the prescribable and the non-prescribable variables In such cases, judging the satisfiability status of an equality constraint can be challenging In the following section, we discuss a matrix based classification approach that can be used to understand the satisfiability relations between variables and equality constraints The approach presented in the next section is particularly suitable for large-scale problems The method relies on matrix operations, and can be easily implemented using a computer program III Interactive Classification of Equality Constraints In this section, we explain the proposed interactive classification approach We first setup the mathematical framework required, and proceed to discuss how the designer can interactively change the nature of the variables and constraints The discussion is carried out with the help of an example, to promote ease of understanding of the proposed approach For some problems, the designer might have a good understanding of which variables are independently 4 of 18

6 prescribable and which are not As seen from the discussion in the previous section, defining a variable as prescribable or non-prescribable has important implications in terms of the satisfiability of equality constraints The classification of variables (into prescribable or non-prescribable) and classification of equality constraints (into Type S and Type S), therefore, generally depend on each other In this context, a designer has two options for variable and constraint classification: (1) choose the definition of the variables (prescribable or non-prescribable) first, and obtain a corresponding classification of the constraints (Type S and Type S) as per the propositions, or (2) choose the classification of constraints first, and obtain a corresponding classification of the variables that satisfies the propositions We note, however, that whichever option is taken, some iteration might be required to explore the choices possible Our previous work 10 provides the mathematical framework to implement the first option assume a definition for the variables, and classify the constraints accordingly The second option discussed above is useful when the designer has definitive preferences in terms of which constraints should be exactly satisfied, and which need not be In such cases, the nature of the variables must be appropriately defined such that the propositions are not violated In the approach presented next, we combine options 1 and 2 into one unified approach Using the proposed approach, the designer can exercise choice 1, or choice 2, or an interplay between the two We present a mathematical framework under which the designer can interactively explore the implications of making each design variable prescribable or non-prescribable We outline a step-wise procedure that can be used to study a set of what-if scenarios for classifying variables and, thereby, constraints We begin by providing the nomenclature used in the proposed approach Let X = {X 1,X 2,,X n } T be the vector of random design variables, where n is the number of design variables Let m be the number of equality constraints in the deterministic optimization problem that must be appropriately classified as Type S or Type S constraints The proposed interactive classification is discussed next A Proposed Approach We propose the following procedure for the interactive variable and constraint classification In this procedure, we define a matrix to represent the existence of variables in the set of equality constraints We perform certain operations on the resulting matrix to interactively classify equality constraints and variables In order to illustrate the proposed idea, the discussion below is carried out with the help of the following example Example: Let X = {X 1,X 2,,X 12 } T be the vector of random design variables, n = 12 At this point, we do not make any assumptions regarding the variables, being prescribable or non-prescribable A set of seven equality constraints (m = 7) involving the above 12 design variables is given as Problem 1: Discussion Example h 1 2X 2 1X 2 + 9X 4 3 8X = 0 (1) h 2 X 5 + X X 7 7X = 0 (2) h 3 4X 9 + 6X 4 10 X 11 + X = 0 (3) h 4 3X 1 X X = 0 (4) h 5 3X 5 2 X 6 + 8X = 0 (5) h 6 X 4 3 6X X = 0 (6) h 7 5X 4 + 3X 2 8 X = 0 (7) 1 Define Variable Existence Matrix (VEM) for Constraints: Define an m n variable existence matrix A It is defined as follows: A ij = 1 if the jth variable exists in the ith constraint, and A ij = 0 otherwise, where i = {1,,m} and j = {1,,n} Each row of matrix A represents the existence of the variables in the left hand side (LHS) of an equality constraint 5 of 18

7 Example: For the discussion example, the matrix A is a 7 12 matrix, given as A = X 1 X 2 X 3 X 4 X 5 X 6 X 7 X 8 X 9 X 10 X 11 X 12 h h h h h h h (8) The matrix A readily conveys which variables exist in a particular equality constraint; eg, the variables X 1, X 5, and X 9 exist in equality constraint h 4 2 Arrange all known Type S constraints on the top: Say the designer knows a-priori that some equality constraints must be satisfied regardless of uncertainty, such as physics-based constraints We rearrange the above matrix A such that all such constraints are on the top Define A s as [ ] A = where A s is the matrix containing those rows of equality constraints which are known to be Type S a-priori; and A u is the matrix containing those constraints that are not yet classified as Type S or S Example: In the discussion example, let h 4 be a Type S constraint Then the matrix A s is given by The matrix A u is given by A s A u X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 [ A s = h ] (10) (9) A u = X 1 X 2 X 3 X 4 X 5 X 6 X 7 X 8 X 9 X 10 X 11 X 12 h h h h h h (11) 3 Define Known Prescribable and Non-Prescribable Variables: If the designer knows the classification of some variables in the problem, he/she can specify these variable definition by defining X np and X p, where X np is the current vector of non-prescribable variables and X p is the current vector of prescribable variables The vector X then can be defined as X = {X np,x u,x p } T, where X u is the set of those variables for which the classification is not yet defined Also, for the equality constraints represented in the matrix A s that are Type S, the designer must choose prescribable and non-prescribable variables such that the propositions are satisfied Example: For the discussion example, we assume that X np = {X 1,X 6,X 11 } T are non-prescribable variables, X p = {X 9,X 10 } T are prescribable variables, and X u = {X 2,X 3,X 4,X 5,X 7,X 8,X 12 } T are variables that are not yet classified In Step 1, we represent the existence of variables in the LHS of the set of equality constraints in a matrix form However, this matrix is not readily suitable for classification of equality constraints Whether or not propositions 1 and 2 are satisfied for a given equality constraint is not immediately obvious from this form of matrix A To check if propositions are satisfied, we need to establish the existence of the appropriate types of variables in each equation In the next step, we define a transformation matrix that provides the designer with a systematic framework under which he/she can classify the variables as needed 6 of 18

8 4 Define Variable Transformation Matrix: We now define a transformation, T (not yet completely known), that maps the design variable vector X into prescribable and non-prescribable variables The definition of T is given as X 1 X 2 X n [ ] = T np T u T p X np X u X p (12) where T = [T np T u T p ] is an n n variable transformation matrix In the above equation, T np corresponds to those n np variables that are known to be non-prescribable; T np is a n n np matrix T p corresponds to those n p variables that are known to be prescribable; T p is a n n p matrix T u corresponds to those n u = n (n p + n np ) variables whose types are not yet known or assigned; T u is a n n u matrix It is by using this matrix T u that the designer can interactively classify variables and constraints The matrix T is defined as follows Consider an element X i in the design variable vector X We define the ith row of the matrix T as follows: T ij = 1, if j is the index of the variable X i in the vector {X np,x u,x p } T, and T ij = 0 otherwise, where i,j = {1,2,,n} For those variables which are not yet classified, the index of the variable in the vector {X np,x u,x p } T is not yet defined Therefore, the matrix T u is initially unknown The classification of variables represented by the matrix T u is discussed shortly Example: For the discussion example, T np is a 12 3 matrix, T p is a 12 2 matrix, and T u is a 12 7 matrix The variable transformation in Eq 12 becomes X 1 X 2 X 3 X 4 X 5 X 6 X 7 X 8 X 9 X 10 X 11 X 12 = T np Tp [T u ] X 1 X 6 X 11 X u X 9 X 10 (13) The next step is to provide definitions for each of the variables in X u, ie, to define the matrix T u based on the designer s choice 5 Define Variable Type for Each Variable in X u : The variables in the vector X u have not yet been classified as non-prescribable or prescribable A key feature of the proposed approach is that using the transformation defined in Step 4, the designer can classify a given variable as prescribable or non-prescribable, and observe how the constraints are classified as per the propositions This matrix based framework gives the designer the opportunity to explore a set of what-if scenarios in terms of variable classifications and their implications 7 of 18

9 In this step, we define each variable in the vector X u as either prescribable or non-prescribable as per our choice The entries of the matrix T u can be either zero or one depending on whether a variable is prescribable or non-prescribable (see discussion in Step 4) This results in a new transformation matrix, where the elements of T u are completely defined, and all the variables now are classified into prescribable and non-prescribable variables Let n np and n p be the number of prescribable and nonprescribable variables after the classification for the elements of T u is chosen The vector X u is rearranged such that all the non-prescribable variables are arranged above the prescribable variables Equation 12 then becomes X 1 X 2 X n [ = T np T p ] [ X np where T np and T p are the sub-matrices, respectively, representing the transformations for non-prescribable and prescribable variables, after the variable types for X u are defined; and X np and X p are the correspondingly updated vectors of non-prescribable and prescribable variables, respectively Example: We assume that the variables X 2, X 3, X 5, X 7, and X 12 are prescribable variables and X 4 and X 8 are non-prescribable variables For this definition, X np = {X 1,X 6,X 11,X 4,X 8 } and X p = {X 12,X 7,X 5,X 3,X 2,X 9,X 10 } The new matrix T becomes X p ] (14) X 1 X 2 X 3 X 4 X 5 X 6 X 7 X 8 X 9 X 10 X 11 X 12 = T np T p X 1 X 6 X 11 X 4 X 8 X 12 X 7 X 5 X 3 X 2 X 9 X 10 (15) For this example, n np = 5 and n p = 7 6 Combining VEM with the Variable Classification: The VEM defined in Step 1 provides information about the existence of a particular variable in a constraint The variable transformation, defined in Eq 14 displays information about the type of each variable in the vector X In this step, we combine both the variable existence and variable type information into a single matrix Multiplying the VEM of the set of equality constraints, A (m n matrix), with the variable transformation matrix, T (n n matrix), yields an m n matrix that displays both the variable existence and variable type for a particular constraint This matrix is given as A s T np A s T p (16) A u T np A u T p 8 of 18

10 In the above equation, note that the block [A s T np A s T p] represents the VEM of those equality constraints whose classification has been determined in Step 2 The block [A u T np A u T p] represents the VEM of those equality constraints whose type is to be determined Note that because of the above transformation, the propositions to determine constraint classification can be applied easily The sub-matrices matrix [A s T np], [A u T np] and [A s T p], [A u T p] indicate the presence of non-prescribable and prescribable variables in an equality constraint, respectively This is exactly the information needed to classify the constraints into Type S and Type S using the propositions Example: For the discussion example, Eq 16 becomes h h h h h h h (17) 7 Matrices of Interest for the Current Variable Classification: In the above step, we observe that the elements of A u T np and A u T p represent the existence of non-prescribable and prescribable variables, respectively, for those equality constraints whose classifications are to be determined We designate the matrix A u T np as A 1 and the matrix A u T p as A 2 Equation 16 is then written as A s T np A s T p A 1 A 2 Example: For the discussion example, the sub-matrix [A 1 A 2] is (18) A 1 h h h h h h A (19) The matrices A 1 and A 2 can be used to determine the type of each equality constraint by applying the propositions Next, we discuss how certain measures of the matrices A 1 and A 2 in Eq 18 provides information about the satisfiability of equality constraints 8 Existence of Available Non-Prescribable Variables Rank: According to proposition 1, there should exist at least one unique non-prescribable variable for each equality constraint to be Type S The matrix A 1 provides the information needed to check if proposition 1 for the existence of available non-prescribable variables is satisfied We make an interesting 9 of 18

11 observation that the rank of the matrix A 1, r 1, provides the number of constraints in A 1 with available non-prescribable variables The number of rows in A s T np, r 2, provides the number of non-prescribable variables that are used a-priori to satisfy those constraints that are defined as Type S in Step 2 The above suggests that the upper limit on the number of equality constraints in A 1 that can be Type S with the defined set of non-prescribable variables is given by r 1 r 2, assuming r 1 > r 2 If r 1 < r 2, the constraints in A 1 do not have any available non-prescribable variables, because they have been used a-priori for the Type S constraints The exact number of Type S constraints in A 1 depends upon whether or not a prescribable variable exists in a particular equality constraint Example: In the discussion example, the rank of matrix A 1 is r 1 = 5, and the number of rows in matrix A s T np is r 2 = 1 This implies that out of the six equality constraints that are not yet classified, the upper limit on the number of Type S constraints is r 1 r 2 = 4 This statement applies for the current variable classification of X np = {X 1,X 6,X 11,X 4,X 8 } and X p = {X 12,X 7,X 5,X 3,X 2,X 9,X 10 } Next, we discuss the approach used to determine the number of equality constraints that can be satisfied We discuss an approach to check if a prescribable variable exists in a particular equality constraint 9 Existence of Prescribable Variables Zero Rows: If a particular equality constraint does not consist of prescribable variables, then the corresponding entries of the matrix A 2 will be zeros Therefore, the zero rows in the matrix A 2 gives us information about those equality constraints that violate proposition 1, and hence are Type S While there are several techniques with which one could find the existence of zero rows, we propose a simple technique Because of the special nature of the variable existence matrix defined in Step 1, each element of the matrix A 2 is either zero or one Then, a given row does not consist of any prescribable variables if the sum of elements along that row is zero This technique can be easily automated for a large-scale problem with a simple routine that computes the sum along each row of the matrix A 2 Example: In the discussion example, we can readily observe that all the equality constraints contain prescribable variables This implies that none of the constraints violate proposition 1 for prescribable variables Next, we combine this step with the previous one to establish the satisfiability of an equality constraint 10 Finding the Constraint Type from the Propositions: As discussed in Step 8, the quantity r 1 r 2, if positive, gives the upper limit on the number of Type S equality constraints possible with the existing variable classification The number of Type S constraints is governed by the results of Step 9 The designer now has two options: (1) Choose any r 1 r 2 constraints that have non-zero rows in A 2 as Type S, or (2) Change the variable definitions using in the variable transformation matrix T, and repeat Steps 5 through 10 Example: For the discussion example, r1 r2 = 4 Since all the constraints contain prescribable variables, we can choose any four constraints as Type S constraints, and the remaining two constraints are Type S Using the approach outlined above, the designer can systematically explore the possible options for variable and constraint classification The approach presented above is a simple, yet powerful tool to interactively classify equality constraints and variables using matrix manipulations The use of rank can prove particularly useful in large-scale problems By using rank, laborious procedures involving manipulation of individual rows and columns can be avoided Figure 2 summarizes the interactive classification procedure proposed in this Section So far, we discussed an interactive approach using which an constraint can be classified as Type S or Type S In the next Section, we put forth the second important contribution of this paper a method to incorporate intra-constraint and inter-constraint preferences We begin by defining the above two preferences, and discuss how they can be incorporated into the RDO formulation 10 of 18

12 Define Variable Existence Mapping Arrange all known Type S constraints on the top Define Initial Variable Transformation Mapping Define elements of classification for variables in T u Obtain A 1 * and A 2 * Find r 1 *, r 2 *, and zero rows of A 2 * Choose (r 1 * - r 2 *) non-zero rows of A 2 * as Type S Is classification satisfactory? YES NO STOP Figure 2 Proposed Interactive Classification of Equality Constraints IV Intra Constraint and Inter Constraint Preferences In RDO problems, ensuring feasibility of constraints under uncertainty is a challenging task This is more challenging in the presence of equality constraints because of the exactitude of such constraints Moreover, satisfaction of equality constraints in RDO problems entails a tradeoff with objective function minimization 10,11 In other words, the higher the equality constraint satisfaction, the worse the objective function value A designer can express an intra-constraint preference if he/she wishes a certain level of equality constraint satisfaction, typically in terms of its mean and standard deviation The above discussed tradeoffs are more complicated in the case of multiple equality constraints In such cases, the constraint satisfaction of a particular equality constraint potentially trades off with not only the objective function, but also with other equality constraints This implies that the designer must choose satisfying more some equality constraints over the others, which leads to inter-constraint preferences In this Section, we present an approach that can formulate both intra-constraint and inter-constraint preferences We begin by discussing intra-constraint preferences A Intra-Constraint Preferences There are several methods available in the literature 10 for formulating equality constraints that yield different constraint satisfactions By using a particular constraint formulation approach for a given constraint, we implicitly express an intra-constraint preference how closely we choose to satisfy the constraint The following are the approaches available in the literature to formulate equality constraints 1 Satisfying the equality constraint exactly at its mean value Using Approximate matching method (discussed below), of 18

13 3 Specifying acceptable ranges for means and standard deviations of the equality constraint 11 In this subsection, we present approximate moment matching method, which comparatively offers remarkable generality In our previous work, 10 we presented the approximate moment matching formulation, where the designer can explicitly specify intra-constraint preferences regarding the mean and the standard deviation of an equality constraint Using this approach, we restrict the mean of the Type S constraint, µ h to be as close to zero as possible, and the standard deviation of the Type S constraint, σ h, to be as small as possible Two parameters, δ µ and δ σ, that control the constraint satisfaction are introduced in the objective function to be minimized The smaller the δ µ and δ σ values, the closer the equality constraint satisfaction under uncertainty A simplified formulation for the approximate moment matching method 10,11 (shown in Fig 1) is given as Problem 2: Intra-Constraint Preferences Approximate Moment Matching Method min {µ J,δ µ,δ σ } (20) µ X,δ µ,δ σ such that g(x) + ασ g (X) 0 (21) δ µ µ h δ µ (22) 0 σ h δ σ (23) x min + ασ X X x max ασ X (24) where σ g is the standard deviation of the constraint function g(x) and α indicates the shift in the inequality or side constraint Figure 3 illustrates the shifting of inequality constraints described in the above formulation The mean and the variance of a random function (in the above case, h or g), can be approximated using first order Taylor series, 21 given as Side Constraints Inequality Constraints Deterministic Deterministic x min feasible x max x feasible 0 g(x) RDO RDO Shift Shift Shift x min feasible x max X feasible 0 g(x) infeasible infeasible Figure 3 Shifting Inequality Constraints - Reducing the Feasible Design Space µ g = g(µ X ) (25) [ n x 2 g n x n x Var[g] = g X i σ Xi] + g X=µX X i X j Cov(X i,x j ) X=µX (26) i=1 i=1 j=1,i j X=µX where σ X denotes the vector of the standard deviations of X, Cov(X i,x j ) denotes the covariance between the variables X i and X j, and i,j = {1,,n x } The standard deviation of g can then be computed as σ g = Var[g] By choosing different preferences for the δ µ and δ σ parameters in the above formulation, the designer can control the equality constraint satisfaction in terms of its mean and standard deviation thereby exercising 12 of 18

14 an intra-constraint preference Satisfying the equality constraint exactly at its mean value can be done by replacing Eqs 22 and 23 in the above formulation by a single equality constraint, µ h = 0, and by removing the δ µ and δ σ parameters from the formulation Specifying acceptable ranges for means and standard deviations of the equality constraint 11 can done by specifying numerical values for δ µ and/or δ σ in the approximate moment matching method presented above Note that in such a case, δ µ and/or δ σ are not a part of the objective function, and are not design variables Next, we study how inter-constraint preferences can be incorporated into the RDO problem B Inter-Constraint Preferences As mentioned earlier, several methods have been used to formulate equality constraints in the literature 10 Although the approximate moment matching method presents a systematic approach to express intra-constraint preferences, it is not necessary that the designer must use the same formulation method for all the equality constraints in an RDO problem The above statement explains the method we use to enforce inter-constraint preferences giving the designer the option that each constraint could be formulated differently In the proposed formulation, we provide the designer three choices (discussed in the previous subsection) to formulate equality constraints in RDO problems The designer can choose to satisfy each equality constraint differently, thereby specifying both an inter-constraint and intra-constraint preference Because of the multiobjective nature of the approximate moment matching approach, it can be used to express both intra and inter-constraint preferences Here, we present a generic formulation for the above discussion Assume that we now have n S Type S constraints An RDO formulation that gives the designer an option of expressing both intra-constraint and inter-constraint preferences can be given as Problem 3: Intra and Inter-Constraint Preferences Approximate Moment Matching Method min µ X,δ µ1,δ σ1,δ µr,δ σr {µ J,δ µ1,δ σ1,δ µr,δ σr } (27) such that g(x) + ασ g (X) 0 (28) δ µi µ hi δ µi (29) 0 σ hi δ σi i = {1,2,r} (30) µ hj = 0 j = {1,2,,,q} (31) M k µ hk M k (32) 0 σ hk S k k = {1,2,p} (33) x min + ασ X X x max ασ X (34) where r constraints are formulated using approximate moment matching approach, q constraints are satisfied exactly at their means, and p constraints are provided acceptable ranges for their means and/or standard deviations, M and S, respectively Note that the values of M k and S k need not be the same for all the p constraints, thereby providing the means to enforce inter-constraint preferences In the next section, we present a numerical example where we illustrate the above RDO formulation, which can be used to specify both inter-constraint and intra-constraint preferences V Numerical Example In this section, we present an assembly tolerance allocation problem that is solved using the proposed method Using this example, we illustrate how the proposed RDO formulation approach can be used to express inter-constraint and intra-constraint preferences, and discuss the associated tradeoffs A design assembly consisting of two mating parts is considered from Ref 22 (shown in Fig 4), where optimal dimensional tolerances must be assigned from a cost perspective The following constraints are imposed on the problem The lengths x 1 and x 12 must be equal to each other, within a tolerance of ± of 18

15 x 1 x 2 x 3 x 4 x 5 x 6 θ 1 θ 2 x 8 x 9 x10 x 11 x 7 x 12 Figure 4 Tolerance Design Example inch The angles θ 1 and θ 2 must be equal to each other, within a tolerance of ±tan π 180 The clearances shown in Fig 4 between the two parts must be positive (given in constraints g 1 and g 2 below) The constraint equations are given as g 1 x 6 + x 5 + x 8 x 7 0 (35) g 2 x 3 + x 4 + x 11 x 10 0 (36) h 1 tan θ 1 tan θ 2 = 0 (37) h 2 x 1 x 12 = 0 (38) We are required to find optimum tolerances for the dimensions, where the tolerance of the ith dimension, t i, is six times the variance of the ith dimension We minimize the cost function given as C(σ i ) = 12 i=1 a i (6σ i ) bi (39) where a = [02,1,0015,0015,0008,0009,0008,0006,1,001,0015,02], b = [2,2,,2], and σ i is the standard deviation of the ith dimension The dimensions are assumed to be independent normal variables The nominal dimensions of the part dimensions are given in Ref 22 as [500, ,2005,99985,99985,300, 100,300,1005,300,400,500] In this paper, we take lower and upper bounds for the mean dimensions to be ±6σ xi inch of the nominal dimensions given above In this example, the equality constraints h 1 and h 2 are Type S constraints, since all the dimensions are assumed to be independently distributed as per proposition 2 We use the approximate moment matching formulation for the equality constraints given above The RDO formulation is given as 14 of 18

16 Problem 4: Tolerance Allocation Example min µ X,δ µ1,δ σ1,δ µ2,δ σ2 {C,δ µ1,δ σ1,δ µ2,δ σ2 } (40) such that g 1 + 6σ g1 0 (41) g 2 + 6σ g2 0 (42) δ µ1 µ h1 δ µ1 (43) 0 σ h1 δ σ1 (44) δ µ2 µ h2 δ µ2 (45) 0 σ h2 δ σ2 (46) δ µ1 tan π 180 (47) δ µ2 001 (48) x lb x x ub (49) In the above formulation, the intra-constraint preference (given by the design specifications) is given by the constraints in Eqs 47 and 48 The inter-constraint preference can be exercised using the multiobjective formulation given in Eq 40 We use a weighted sum formulation to solve the above problem A Results and Discussion In this subsection, we discuss the results of the multiobjective optimization problem presented above The problem consists of three broadly classified objectives: (1) C is the cost that must be minimized, (2) δ µ1 and δ σ1, which must be minimized; these quantities control the constraint satisfaction for h 1, which requires θ 1 = θ 2, and (3) δ µ2 and δ σ2, which must be minimized; these quantities control the constraint satisfaction for h 2, which requires x 1 = x 12 A large value of δ µ1 or δ µ2 indicates that there is a large mean shift in the equality constraint violation A large value of δ σ1 and δ σ2 indicates that there is a large variation in the constraint violation implying that the design is not robust It is therefore important to minimize both δ µ and δ σ for each constraint to obtain tight tolerances This however, potentially results in an increased cost because of the associated tradeoffs The multiobjective problem presented in the previous section can be solved using two approaches: 23,24 (1) Construct an aggregate objective function (AOF) that adequately reflects the designer s preferences for the objectives, and optimize the AOF to obtain a single optimum design This approach is known as the Integrated Generating and Choosing (IGC) approach, or (2) Generate several Pareto optimal designs first, and choose the most desirable solution later This approach is known as Generate First Choose Later (GFCL) approach In this paper, we use the IGC approach We perform two sets of tradeoff studies, which are discussed next The first tradeoff study minimizes each of the above three objectives, namely, (1) cost, (2) δ µ1 and δ σ1, and (3) δ µ2 and δ σ2, individually In the second tradeoff study, we minimize all the three objectives simultaneously 1 Tradeoff Study 1 For this tradeoff study, we solve the above problem for three different sets of preferences: (1) Minimizing the cost objective, C only, (2) Minimizing δ µ1 and δ σ1 only, and (3) Minimizing δ µ2 and δ σ2 only In each of the above cases, we observe the tradeoff between the cost and the constraint satisfaction of h 1 and h 2 We note that in the above formulation, the smaller the values of δ µ1, δ σ1, δ µ2, and δ σ2, the higher the equality constraint satisfaction To quantify the term equality constraint satisfaction, we use a metric called probability of constraint satisfaction, 10 PCS, which is defined using a Monte Carlo simulation, as PCS = N s N (50) 15 of 18

17 where N s is the number of simulation cycles for which the equality constraint, h 1 or h 2, lies within ±00001 inch, ie, h 1,h , and N = 10 6 is the total number of simulation cycles The PCS value gives an estimate of how closely the constraint is being satisfied Table 1 Comparison of Equality Constraint Satisfaction C only δ µ1 and δ σ1 only δ µ2 and δ σ2 only Cost ($) e e+006 PCS e e-004 PCS e δ µ1 (inch) δ σ1 (inch) δ µ2 (inch) δ σ2 (inch) Table 1 shows the equality constraint satisfaction and objective function values for the three cases minimizing cost only, minimizing δ µ1 and δ σ1 only, and minimizing δ µ2 and δ σ2 only In column 2 of Table 1, we minimize cost only The optimum value obtained for the cost objective is the most desirable in this case when compared to other cases However, the equality constraint satisfaction values are not satisfactory For example, the values δ µ1 = and δ µ2 = 001 values are equal to the tolerance requirements for the constraints, and indicate large mean shifts in the constraint violations The δ σ1 and δ σ2 values are large, indicating that there is a large variation in constraint violation, thereby leading to poor robustness This leads to a low probability of the tolerance requirements being satisfied, which is indicated by the low PCS value This design can be deemed not acceptable because of poor constraint satisfaction In columns 3 and 4, where the δ µ and δ σ for each constraint are minimized, we note that the cost objective is very large However, the constraint satisfaction for h 1 in column 3 and h 2 is column 4 are good, which are indicated by the respective PCS values However, this design can also be deemed not acceptable because of the high cost The three objectives, C, constraint satisfaction for h 1, and constraint satisfaction for h 2 tradeoff with each other, and a compromise must be made among the three objectives 2 Tradeoff Study 2 In this subsection, we minimize all the objectives: C, δ µ1, δ σ1, δ µ2, and δ σ2 We give different preferences to the constraint satisfactions of h 1 and h 2 by choosing appropriate weights for δ µ1, δ σ1, δ µ2, and δ σ2, thereby exercising inter-constraint preferences The advantage of the proposed formulation is that the designer can explicitly specify preferences in terms of the means and standard deviations of each equality constraint Although several Pareto solutions can be generated for this problem, we use the IGC approach as discussed earlier to solve the multiobjective problem We present five sample solutions, where different preferences are assigned to each of the objectives Table 2 summarizes the results of this tradeoff study Table 2 Comparison of Equality Constraint Satisfaction Sample 1 Sample 2 Sample 3 Sample 4 Sample 5 Cost 36110e e e e e+006 PCS e PCS e In sample 2, higher preference is given to minimizing cost In samples 3, 4, and 5, higher preference is given for constraint satisfaction As we observe the samples of data presented in Table 2, we note that as PCS2 improves, at least one of the other two objectives worsens For example, between samples 1 and 2, 16 of 18

Technology. Sirisha. Ritesh. A. Khire. on the. Thermal Control

Technology. Sirisha. Ritesh. A. Khire. on the. Thermal Control Impact of Weather Uncertainties on Active Building Envelopes (ABE): An Emerging Thermal Control Technology Sirisha Rangavajhala Ritesh A. Khire Achille Messac Corresponding Author Achille Messac, Ph.D.

More information

The Challenge of Equality Constraints in Robust Design Optimization: Examination and New Approach

The Challenge of Equality Constraints in Robust Design Optimization: Examination and New Approach The Challenge of Equality Constraints in Robust Design Optimization: Examination and New Approach irisha Rangavajhala Anoop A. Mullur Achille Messac Corresponding Author AchilleMessac, Ph.D. Distinguished

More information

Handling Equality Constraints in Robust Design Optimization

Handling Equality Constraints in Robust Design Optimization Handling Equality Constraints in Robust Design Optimization Christopher A. Mattson Achille Messac Corresponding Author Achille Messac, Ph.D. Distinguished Professor and Department Chair Mechanical and

More information

Integrated reliable and robust design

Integrated reliable and robust design Scholars' Mine Masters Theses Student Research & Creative Works Spring 011 Integrated reliable and robust design Gowrishankar Ravichandran Follow this and additional works at: http://scholarsmine.mst.edu/masters_theses

More information

Basics of Uncertainty Analysis

Basics of Uncertainty Analysis Basics of Uncertainty Analysis Chapter Six Basics of Uncertainty Analysis 6.1 Introduction As shown in Fig. 6.1, analysis models are used to predict the performances or behaviors of a product under design.

More information

The Simplex Method: An Example

The Simplex Method: An Example The Simplex Method: An Example Our first step is to introduce one more new variable, which we denote by z. The variable z is define to be equal to 4x 1 +3x 2. Doing this will allow us to have a unified

More information

Robust Mechanism synthesis with random and interval variables

Robust Mechanism synthesis with random and interval variables Scholars' Mine Masters Theses Student Research & Creative Works Fall 2007 Robust Mechanism synthesis with random and interval variables Pavan Kumar Venigella Follow this and additional works at: http://scholarsmine.mst.edu/masters_theses

More information

Multidisciplinary System Design Optimization (MSDO)

Multidisciplinary System Design Optimization (MSDO) Multidisciplinary System Design Optimization (MSDO) Numerical Optimization II Lecture 8 Karen Willcox 1 Massachusetts Institute of Technology - Prof. de Weck and Prof. Willcox Today s Topics Sequential

More information

Improvements to Benders' decomposition: systematic classification and performance comparison in a Transmission Expansion Planning problem

Improvements to Benders' decomposition: systematic classification and performance comparison in a Transmission Expansion Planning problem Improvements to Benders' decomposition: systematic classification and performance comparison in a Transmission Expansion Planning problem Sara Lumbreras & Andrés Ramos July 2013 Agenda Motivation improvement

More information

Leveraging Dynamical System Theory to Incorporate Design Constraints in Multidisciplinary Design

Leveraging Dynamical System Theory to Incorporate Design Constraints in Multidisciplinary Design Leveraging Dynamical System Theory to Incorporate Design Constraints in Multidisciplinary Design Bradley A. Steinfeldt and Robert D. Braun Georgia Institute of Technology, Atlanta, GA 3332-15 This work

More information

Mustafa H. Tongarlak Bruce E. Ankenman Barry L. Nelson

Mustafa H. Tongarlak Bruce E. Ankenman Barry L. Nelson Proceedings of the 0 Winter Simulation Conference S. Jain, R. R. Creasey, J. Himmelspach, K. P. White, and M. Fu, eds. RELATIVE ERROR STOCHASTIC KRIGING Mustafa H. Tongarlak Bruce E. Ankenman Barry L.

More information

Safety Envelope for Load Tolerance and Its Application to Fatigue Reliability Design

Safety Envelope for Load Tolerance and Its Application to Fatigue Reliability Design Safety Envelope for Load Tolerance and Its Application to Fatigue Reliability Design Haoyu Wang * and Nam H. Kim University of Florida, Gainesville, FL 32611 Yoon-Jun Kim Caterpillar Inc., Peoria, IL 61656

More information

UNCERTAINTY MODELING VIA FREQUENCY DOMAIN MODEL VALIDATION

UNCERTAINTY MODELING VIA FREQUENCY DOMAIN MODEL VALIDATION AIAA 99-3959 UNCERTAINTY MODELING VIA FREQUENCY DOMAIN MODEL VALIDATION Martin R. Waszak, * NASA Langley Research Center, Hampton, Virginia Dominick Andrisani II, Purdue University, West Lafayette, Indiana

More information

Structural Reliability

Structural Reliability Structural Reliability Thuong Van DANG May 28, 2018 1 / 41 2 / 41 Introduction to Structural Reliability Concept of Limit State and Reliability Review of Probability Theory First Order Second Moment Method

More information

Uncertainty quantifications of Pareto optima in multiobjective problems

Uncertainty quantifications of Pareto optima in multiobjective problems DOI 0.007/s085-0-060-9 Uncertainty quantifications of Pareto optima in multiobjective problems Tzu-Chieh Hung Kuei-Yuan Chan Received: 5 May 0 / Accepted: 9 November 0 Springer Science+Business Media,

More information

Handout 1: Introduction to Dynamic Programming. 1 Dynamic Programming: Introduction and Examples

Handout 1: Introduction to Dynamic Programming. 1 Dynamic Programming: Introduction and Examples SEEM 3470: Dynamic Optimization and Applications 2013 14 Second Term Handout 1: Introduction to Dynamic Programming Instructor: Shiqian Ma January 6, 2014 Suggested Reading: Sections 1.1 1.5 of Chapter

More information

Real-Time Feasibility of Nonlinear Predictive Control for Semi-batch Reactors

Real-Time Feasibility of Nonlinear Predictive Control for Semi-batch Reactors European Symposium on Computer Arded Aided Process Engineering 15 L. Puigjaner and A. Espuña (Editors) 2005 Elsevier Science B.V. All rights reserved. Real-Time Feasibility of Nonlinear Predictive Control

More information

Modelling Under Risk and Uncertainty

Modelling Under Risk and Uncertainty Modelling Under Risk and Uncertainty An Introduction to Statistical, Phenomenological and Computational Methods Etienne de Rocquigny Ecole Centrale Paris, Universite Paris-Saclay, France WILEY A John Wiley

More information

0.1 O. R. Katta G. Murty, IOE 510 Lecture slides Introductory Lecture. is any organization, large or small.

0.1 O. R. Katta G. Murty, IOE 510 Lecture slides Introductory Lecture. is any organization, large or small. 0.1 O. R. Katta G. Murty, IOE 510 Lecture slides Introductory Lecture Operations Research is the branch of science dealing with techniques for optimizing the performance of systems. System is any organization,

More information

Lecture Notes: Introduction to IDF and ATC

Lecture Notes: Introduction to IDF and ATC Lecture Notes: Introduction to IDF and ATC James T. Allison April 5, 2006 This lecture is an introductory tutorial on the mechanics of implementing two methods for optimal system design: the individual

More information

EFFICIENT SHAPE OPTIMIZATION USING POLYNOMIAL CHAOS EXPANSION AND LOCAL SENSITIVITIES

EFFICIENT SHAPE OPTIMIZATION USING POLYNOMIAL CHAOS EXPANSION AND LOCAL SENSITIVITIES 9 th ASCE Specialty Conference on Probabilistic Mechanics and Structural Reliability EFFICIENT SHAPE OPTIMIZATION USING POLYNOMIAL CHAOS EXPANSION AND LOCAL SENSITIVITIES Nam H. Kim and Haoyu Wang University

More information

Optimality Conditions

Optimality Conditions Chapter 2 Optimality Conditions 2.1 Global and Local Minima for Unconstrained Problems When a minimization problem does not have any constraints, the problem is to find the minimum of the objective function.

More information

(17) (18)

(17) (18) Module 4 : Solving Linear Algebraic Equations Section 3 : Direct Solution Techniques 3 Direct Solution Techniques Methods for solving linear algebraic equations can be categorized as direct and iterative

More information

9th AIAA/ISSMO Symposium on Multidisciplinary Analysis and Optimization September 4-6, 2002 /Atlanta, GA

9th AIAA/ISSMO Symposium on Multidisciplinary Analysis and Optimization September 4-6, 2002 /Atlanta, GA AIAA 22-5576 Estimating Optimization Error Statistics Via Optimization Runs From Multiple Starting Points Hongman Kim, William H. Mason, Layne T. Watson and Bernard Grossman Virginia Polytechnic Institute

More information

MODULE -4 BAYEIAN LEARNING

MODULE -4 BAYEIAN LEARNING MODULE -4 BAYEIAN LEARNING CONTENT Introduction Bayes theorem Bayes theorem and concept learning Maximum likelihood and Least Squared Error Hypothesis Maximum likelihood Hypotheses for predicting probabilities

More information

COUPLED SYSTEMS DESIGN IN PROBABILISTIC ENVIRONMENTS

COUPLED SYSTEMS DESIGN IN PROBABILISTIC ENVIRONMENTS COUPLED SYSTEMS DESIGN IN PROBABILISTIC ENVIRONMENTS Tom Halecki NASA Graduate Researcher, Student Member AIAA Department of Mechanical and Aerospace Engineering University at Buffalo, SUNY Buffalo, NY

More information

Introduction to the Simplex Algorithm Active Learning Module 3

Introduction to the Simplex Algorithm Active Learning Module 3 Introduction to the Simplex Algorithm Active Learning Module 3 J. René Villalobos and Gary L. Hogg Arizona State University Paul M. Griffin Georgia Institute of Technology Background Material Almost any

More information

Trade Of Analysis For Helical Gear Reduction Units

Trade Of Analysis For Helical Gear Reduction Units Trade Of Analysis For Helical Gear Reduction Units V.Vara Prasad1, G.Satish2, K.Ashok Kumar3 Assistant Professor, Mechanical Engineering Department, Shri Vishnu Engineering College For Women, Andhra Pradesh,

More information

IV. Violations of Linear Programming Assumptions

IV. Violations of Linear Programming Assumptions IV. Violations of Linear Programming Assumptions Some types of Mathematical Programming problems violate at least one condition of strict Linearity - Deterministic Nature - Additivity - Direct Proportionality

More information

Efficient Data Assimilation for Spatiotemporal Chaos: a Local Ensemble Transform Kalman Filter

Efficient Data Assimilation for Spatiotemporal Chaos: a Local Ensemble Transform Kalman Filter Efficient Data Assimilation for Spatiotemporal Chaos: a Local Ensemble Transform Kalman Filter arxiv:physics/0511236 v1 28 Nov 2005 Brian R. Hunt Institute for Physical Science and Technology and Department

More information

Planning With Information States: A Survey Term Project for cs397sml Spring 2002

Planning With Information States: A Survey Term Project for cs397sml Spring 2002 Planning With Information States: A Survey Term Project for cs397sml Spring 2002 Jason O Kane jokane@uiuc.edu April 18, 2003 1 Introduction Classical planning generally depends on the assumption that the

More information

Reduction of Random Variables in Structural Reliability Analysis

Reduction of Random Variables in Structural Reliability Analysis Reduction of Random Variables in Structural Reliability Analysis S. Adhikari and R. S. Langley Department of Engineering University of Cambridge Trumpington Street Cambridge CB2 1PZ (U.K.) February 21,

More information

Semidefinite and Second Order Cone Programming Seminar Fall 2012 Project: Robust Optimization and its Application of Robust Portfolio Optimization

Semidefinite and Second Order Cone Programming Seminar Fall 2012 Project: Robust Optimization and its Application of Robust Portfolio Optimization Semidefinite and Second Order Cone Programming Seminar Fall 2012 Project: Robust Optimization and its Application of Robust Portfolio Optimization Instructor: Farid Alizadeh Author: Ai Kagawa 12/12/2012

More information

Convergence Analysis and Criterion for Data Assimilation with Sensitivities from Monte Carlo Neutron Transport Codes

Convergence Analysis and Criterion for Data Assimilation with Sensitivities from Monte Carlo Neutron Transport Codes PHYSOR 2018: Reactor Physics paving the way towards more efficient systems Cancun, Mexico, April 22-26, 2018 Convergence Analysis and Criterion for Data Assimilation with Sensitivities from Monte Carlo

More information

9. Decision-making in Complex Engineering Design. School of Mechanical Engineering Associate Professor Choi, Hae-Jin

9. Decision-making in Complex Engineering Design. School of Mechanical Engineering Associate Professor Choi, Hae-Jin 9. Decision-making in Complex Engineering Design School of Mechanical Engineering Associate Professor Choi, Hae-Jin Overview of Lectures Week 1: Decision Theory in Engineering Needs for decision-making

More information

A Polynomial Chaos Approach to Robust Multiobjective Optimization

A Polynomial Chaos Approach to Robust Multiobjective Optimization A Polynomial Chaos Approach to Robust Multiobjective Optimization Silvia Poles 1, Alberto Lovison 2 1 EnginSoft S.p.A., Optimization Consulting Via Giambellino, 7 35129 Padova, Italy s.poles@enginsoft.it

More information

Vectors To begin, let us describe an element of the state space as a point with numerical coordinates, that is x 1. x 2. x =

Vectors To begin, let us describe an element of the state space as a point with numerical coordinates, that is x 1. x 2. x = Linear Algebra Review Vectors To begin, let us describe an element of the state space as a point with numerical coordinates, that is x 1 x x = 2. x n Vectors of up to three dimensions are easy to diagram.

More information

Integer Linear Programs

Integer Linear Programs Lecture 2: Review, Linear Programming Relaxations Today we will talk about expressing combinatorial problems as mathematical programs, specifically Integer Linear Programs (ILPs). We then see what happens

More information

Parameter Estimation Method Using Bayesian Statistics Considering Uncertainty of Information for RBDO

Parameter Estimation Method Using Bayesian Statistics Considering Uncertainty of Information for RBDO th World Congress on Structural and Multidisciplinary Optimization 7 th - 2 th, June 205, Sydney Australia Parameter Estimation Method Using Bayesian Statistics Considering Uncertainty of Information for

More information

1 Simplex and Matrices

1 Simplex and Matrices 1 Simplex and Matrices We will begin with a review of matrix multiplication. A matrix is simply an array of numbers. If a given array has m rows and n columns, then it is called an m n (or m-by-n) matrix.

More information

Design of a Thermoelectric Heat Pump Unit for Active Building Envelope System

Design of a Thermoelectric Heat Pump Unit for Active Building Envelope System Design of a Thermoelectric Heat Pump Unit for Active Building Envelope System Ritesh A. Khire Achille Messac Steven Van Dessel Corresponding Author AchilleMessac, Ph.D. Distinguished Professor and Department

More information

A Stochastic-Oriented NLP Relaxation for Integer Programming

A Stochastic-Oriented NLP Relaxation for Integer Programming A Stochastic-Oriented NLP Relaxation for Integer Programming John Birge University of Chicago (With Mihai Anitescu (ANL/U of C), Cosmin Petra (ANL)) Motivation: The control of energy systems, particularly

More information

Contents. 4.5 The(Primal)SimplexMethod NumericalExamplesoftheSimplexMethod

Contents. 4.5 The(Primal)SimplexMethod NumericalExamplesoftheSimplexMethod Contents 4 The Simplex Method for Solving LPs 149 4.1 Transformations to be Carried Out On an LP Model Before Applying the Simplex Method On It... 151 4.2 Definitions of Various Types of Basic Vectors

More information

A PARAMETRIC DECOMPOSITION BASED APPROACH FOR MULTI-CLASS CLOSED QUEUING NETWORKS WITH SYNCHRONIZATION STATIONS

A PARAMETRIC DECOMPOSITION BASED APPROACH FOR MULTI-CLASS CLOSED QUEUING NETWORKS WITH SYNCHRONIZATION STATIONS A PARAMETRIC DECOMPOSITION BASED APPROACH FOR MULTI-CLASS CLOSED QUEUING NETWORKS WITH SYNCHRONIZATION STATIONS Kumar Satyam and Ananth Krishnamurthy Department of Decision Sciences and Engineering Systems,

More information

Constrained optimization: direct methods (cont.)

Constrained optimization: direct methods (cont.) Constrained optimization: direct methods (cont.) Jussi Hakanen Post-doctoral researcher jussi.hakanen@jyu.fi Direct methods Also known as methods of feasible directions Idea in a point x h, generate a

More information

1 Computing with constraints

1 Computing with constraints Notes for 2017-04-26 1 Computing with constraints Recall that our basic problem is minimize φ(x) s.t. x Ω where the feasible set Ω is defined by equality and inequality conditions Ω = {x R n : c i (x)

More information

Forecasting Wind Ramps

Forecasting Wind Ramps Forecasting Wind Ramps Erin Summers and Anand Subramanian Jan 5, 20 Introduction The recent increase in the number of wind power producers has necessitated changes in the methods power system operators

More information

UNDERGROUND LECTURE NOTES 1: Optimality Conditions for Constrained Optimization Problems

UNDERGROUND LECTURE NOTES 1: Optimality Conditions for Constrained Optimization Problems UNDERGROUND LECTURE NOTES 1: Optimality Conditions for Constrained Optimization Problems Robert M. Freund February 2016 c 2016 Massachusetts Institute of Technology. All rights reserved. 1 1 Introduction

More information

UNIVERSITY OF NOTTINGHAM. Discussion Papers in Economics CONSISTENT FIRM CHOICE AND THE THEORY OF SUPPLY

UNIVERSITY OF NOTTINGHAM. Discussion Papers in Economics CONSISTENT FIRM CHOICE AND THE THEORY OF SUPPLY UNIVERSITY OF NOTTINGHAM Discussion Papers in Economics Discussion Paper No. 0/06 CONSISTENT FIRM CHOICE AND THE THEORY OF SUPPLY by Indraneel Dasgupta July 00 DP 0/06 ISSN 1360-438 UNIVERSITY OF NOTTINGHAM

More information

Fitting Function for Experimental Energy Ordered Spectra in Nuclear Continuum Studies

Fitting Function for Experimental Energy Ordered Spectra in Nuclear Continuum Studies Fitting Function for Experimental Energy Ordered Spectra in Nuclear Continuum Studies J.R. Pinzón, F. Cristancho January 17, 2012 Abstract We review the main features of the Hk-EOS method for the experimental

More information

A hybrid Marquardt-Simulated Annealing method for solving the groundwater inverse problem

A hybrid Marquardt-Simulated Annealing method for solving the groundwater inverse problem Calibration and Reliability in Groundwater Modelling (Proceedings of the ModelCARE 99 Conference held at Zurich, Switzerland, September 1999). IAHS Publ. no. 265, 2000. 157 A hybrid Marquardt-Simulated

More information

Robust Pareto Design of GMDH-type Neural Networks for Systems with Probabilistic Uncertainties

Robust Pareto Design of GMDH-type Neural Networks for Systems with Probabilistic Uncertainties . Hybrid GMDH-type algorithms and neural networks Robust Pareto Design of GMDH-type eural etworks for Systems with Probabilistic Uncertainties. ariman-zadeh, F. Kalantary, A. Jamali, F. Ebrahimi Department

More information

Sensitivity Analysis Methods for Uncertainty Budgeting in System Design

Sensitivity Analysis Methods for Uncertainty Budgeting in System Design Sensitivity Analysis Methods for Uncertainty Budgeting in System Design Max M. J. Opgenoord and Karen E. Willcox Massachusetts Institute of Technology, Cambridge, MA, 2139 Quantification and management

More information

Multiplex network inference

Multiplex network inference (using hidden Markov models) University of Cambridge Bioinformatics Group Meeting 11 February 2016 Words of warning Disclaimer These slides have been produced by combining & translating two of my previous

More information

Selected Examples of CONIC DUALITY AT WORK Robust Linear Optimization Synthesis of Linear Controllers Matrix Cube Theorem A.

Selected Examples of CONIC DUALITY AT WORK Robust Linear Optimization Synthesis of Linear Controllers Matrix Cube Theorem A. . Selected Examples of CONIC DUALITY AT WORK Robust Linear Optimization Synthesis of Linear Controllers Matrix Cube Theorem A. Nemirovski Arkadi.Nemirovski@isye.gatech.edu Linear Optimization Problem,

More information

Stochastic Optimization Methods

Stochastic Optimization Methods Stochastic Optimization Methods Kurt Marti Stochastic Optimization Methods With 14 Figures 4y Springer Univ. Professor Dr. sc. math. Kurt Marti Federal Armed Forces University Munich Aero-Space Engineering

More information

Robust linear optimization under general norms

Robust linear optimization under general norms Operations Research Letters 3 (004) 50 56 Operations Research Letters www.elsevier.com/locate/dsw Robust linear optimization under general norms Dimitris Bertsimas a; ;, Dessislava Pachamanova b, Melvyn

More information

1. The General Linear-Quadratic Framework

1. The General Linear-Quadratic Framework ECO 317 Economics of Uncertainty Fall Term 2009 Slides to accompany 21. Incentives for Effort - Multi-Dimensional Cases 1. The General Linear-Quadratic Framework Notation: x = (x j ), n-vector of agent

More information

Structured Problems and Algorithms

Structured Problems and Algorithms Integer and quadratic optimization problems Dept. of Engg. and Comp. Sci., Univ. of Cal., Davis Aug. 13, 2010 Table of contents Outline 1 2 3 Benefits of Structured Problems Optimization problems may become

More information

Reliability Based Design Optimization of Systems with. Dynamic Failure Probabilities of Components. Arun Bala Subramaniyan

Reliability Based Design Optimization of Systems with. Dynamic Failure Probabilities of Components. Arun Bala Subramaniyan Reliability Based Design Optimization of Systems with Dynamic Failure Probabilities of Components by Arun Bala Subramaniyan A Thesis Presented in Partial Fulfillment of the Requirements for the Degree

More information

Branch-and-cut Approaches for Chance-constrained Formulations of Reliable Network Design Problems

Branch-and-cut Approaches for Chance-constrained Formulations of Reliable Network Design Problems Branch-and-cut Approaches for Chance-constrained Formulations of Reliable Network Design Problems Yongjia Song James R. Luedtke August 9, 2012 Abstract We study solution approaches for the design of reliably

More information

Near-Potential Games: Geometry and Dynamics

Near-Potential Games: Geometry and Dynamics Near-Potential Games: Geometry and Dynamics Ozan Candogan, Asuman Ozdaglar and Pablo A. Parrilo January 29, 2012 Abstract Potential games are a special class of games for which many adaptive user dynamics

More information

Statistics: Learning models from data

Statistics: Learning models from data DS-GA 1002 Lecture notes 5 October 19, 2015 Statistics: Learning models from data Learning models from data that are assumed to be generated probabilistically from a certain unknown distribution is a crucial

More information

A Theoretical Overview on Kalman Filtering

A Theoretical Overview on Kalman Filtering A Theoretical Overview on Kalman Filtering Constantinos Mavroeidis Vanier College Presented to professors: IVANOV T. IVAN STAHN CHRISTIAN Email: cmavroeidis@gmail.com June 6, 208 Abstract Kalman filtering

More information

3E4: Modelling Choice. Introduction to nonlinear programming. Announcements

3E4: Modelling Choice. Introduction to nonlinear programming. Announcements 3E4: Modelling Choice Lecture 7 Introduction to nonlinear programming 1 Announcements Solutions to Lecture 4-6 Homework will be available from http://www.eng.cam.ac.uk/~dr241/3e4 Looking ahead to Lecture

More information

Why Correlation Matters in Cost Estimating

Why Correlation Matters in Cost Estimating Why Correlation Matters in Cost Estimating Stephen A. Book The Aerospace Corporation P.O. Box 92957 Los Angeles, CA 90009-29597 (310) 336-8655 stephen.a.book@aero.org 32nd Annual DoD Cost Analysis Symposium

More information

Linear Algebra. The analysis of many models in the social sciences reduces to the study of systems of equations.

Linear Algebra. The analysis of many models in the social sciences reduces to the study of systems of equations. POLI 7 - Mathematical and Statistical Foundations Prof S Saiegh Fall Lecture Notes - Class 4 October 4, Linear Algebra The analysis of many models in the social sciences reduces to the study of systems

More information

Sensitivity and Reliability Analysis of Nonlinear Frame Structures

Sensitivity and Reliability Analysis of Nonlinear Frame Structures Sensitivity and Reliability Analysis of Nonlinear Frame Structures Michael H. Scott Associate Professor School of Civil and Construction Engineering Applied Mathematics and Computation Seminar April 8,

More information

CoDa-dendrogram: A new exploratory tool. 2 Dept. Informàtica i Matemàtica Aplicada, Universitat de Girona, Spain;

CoDa-dendrogram: A new exploratory tool. 2 Dept. Informàtica i Matemàtica Aplicada, Universitat de Girona, Spain; CoDa-dendrogram: A new exploratory tool J.J. Egozcue 1, and V. Pawlowsky-Glahn 2 1 Dept. Matemàtica Aplicada III, Universitat Politècnica de Catalunya, Barcelona, Spain; juan.jose.egozcue@upc.edu 2 Dept.

More information

The Generalized Likelihood Uncertainty Estimation methodology

The Generalized Likelihood Uncertainty Estimation methodology CHAPTER 4 The Generalized Likelihood Uncertainty Estimation methodology Calibration and uncertainty estimation based upon a statistical framework is aimed at finding an optimal set of models, parameters

More information

A Benders Algorithm for Two-Stage Stochastic Optimization Problems With Mixed Integer Recourse

A Benders Algorithm for Two-Stage Stochastic Optimization Problems With Mixed Integer Recourse A Benders Algorithm for Two-Stage Stochastic Optimization Problems With Mixed Integer Recourse Ted Ralphs 1 Joint work with Menal Güzelsoy 2 and Anahita Hassanzadeh 1 1 COR@L Lab, Department of Industrial

More information

APPROXIMATE SOLUTION OF A SYSTEM OF LINEAR EQUATIONS WITH RANDOM PERTURBATIONS

APPROXIMATE SOLUTION OF A SYSTEM OF LINEAR EQUATIONS WITH RANDOM PERTURBATIONS APPROXIMATE SOLUTION OF A SYSTEM OF LINEAR EQUATIONS WITH RANDOM PERTURBATIONS P. Date paresh.date@brunel.ac.uk Center for Analysis of Risk and Optimisation Modelling Applications, Department of Mathematical

More information

A Robust Controller for Scalar Autonomous Optimal Control Problems

A Robust Controller for Scalar Autonomous Optimal Control Problems A Robust Controller for Scalar Autonomous Optimal Control Problems S. H. Lam 1 Department of Mechanical and Aerospace Engineering Princeton University, Princeton, NJ 08544 lam@princeton.edu Abstract Is

More information

Simplex tableau CE 377K. April 2, 2015

Simplex tableau CE 377K. April 2, 2015 CE 377K April 2, 2015 Review Reduced costs Basic and nonbasic variables OUTLINE Review by example: simplex method demonstration Outline Example You own a small firm producing construction materials for

More information

Interior-Point Methods for Linear Optimization

Interior-Point Methods for Linear Optimization Interior-Point Methods for Linear Optimization Robert M. Freund and Jorge Vera March, 204 c 204 Robert M. Freund and Jorge Vera. All rights reserved. Linear Optimization with a Logarithmic Barrier Function

More information

Economic Core, Fair Allocations, and Social Choice Theory

Economic Core, Fair Allocations, and Social Choice Theory Chapter 9 Nathan Smooha Economic Core, Fair Allocations, and Social Choice Theory 9.1 Introduction In this chapter, we briefly discuss some topics in the framework of general equilibrium theory, namely

More information

An Adaptive Partition-based Approach for Solving Two-stage Stochastic Programs with Fixed Recourse

An Adaptive Partition-based Approach for Solving Two-stage Stochastic Programs with Fixed Recourse An Adaptive Partition-based Approach for Solving Two-stage Stochastic Programs with Fixed Recourse Yongjia Song, James Luedtke Virginia Commonwealth University, Richmond, VA, ysong3@vcu.edu University

More information

Worst-case design of structures using stopping rules in k-adaptive random sampling approach

Worst-case design of structures using stopping rules in k-adaptive random sampling approach 10 th World Congress on Structural and Multidisciplinary Optimization May 19-4, 013, Orlando, Florida, USA Worst-case design of structures using stopping rules in k-adaptive random sampling approach Makoto

More information

Evolutionary Multiobjective. Optimization Methods for the Shape Design of Industrial Electromagnetic Devices. P. Di Barba, University of Pavia, Italy

Evolutionary Multiobjective. Optimization Methods for the Shape Design of Industrial Electromagnetic Devices. P. Di Barba, University of Pavia, Italy Evolutionary Multiobjective Optimization Methods for the Shape Design of Industrial Electromagnetic Devices P. Di Barba, University of Pavia, Italy INTRODUCTION Evolutionary Multiobjective Optimization

More information

A new Hierarchical Bayes approach to ensemble-variational data assimilation

A new Hierarchical Bayes approach to ensemble-variational data assimilation A new Hierarchical Bayes approach to ensemble-variational data assimilation Michael Tsyrulnikov and Alexander Rakitko HydroMetCenter of Russia College Park, 20 Oct 2014 Michael Tsyrulnikov and Alexander

More information

CS261: A Second Course in Algorithms Lecture #12: Applications of Multiplicative Weights to Games and Linear Programs

CS261: A Second Course in Algorithms Lecture #12: Applications of Multiplicative Weights to Games and Linear Programs CS26: A Second Course in Algorithms Lecture #2: Applications of Multiplicative Weights to Games and Linear Programs Tim Roughgarden February, 206 Extensions of the Multiplicative Weights Guarantee Last

More information

Solving Dual Problems

Solving Dual Problems Lecture 20 Solving Dual Problems We consider a constrained problem where, in addition to the constraint set X, there are also inequality and linear equality constraints. Specifically the minimization problem

More information

Key Concepts: Economic Computation, Part III

Key Concepts: Economic Computation, Part III Key Concepts: Economic Computation, Part III Brent Hickman Summer, 8 1 Using Newton s Method to Find Roots of Real- Valued Functions The intuition behind Newton s method is that finding zeros of non-linear

More information

Distributionally Robust Optimization with ROME (part 1)

Distributionally Robust Optimization with ROME (part 1) Distributionally Robust Optimization with ROME (part 1) Joel Goh Melvyn Sim Department of Decision Sciences NUS Business School, Singapore 18 Jun 2009 NUS Business School Guest Lecture J. Goh, M. Sim (NUS)

More information

Math Models of OR: Handling Upper Bounds in Simplex

Math Models of OR: Handling Upper Bounds in Simplex Math Models of OR: Handling Upper Bounds in Simplex John E. Mitchell Department of Mathematical Sciences RPI, Troy, NY 280 USA September 208 Mitchell Handling Upper Bounds in Simplex / 8 Introduction Outline

More information

STABILITY AND CONVERGENCE ANALYSIS OF THE QUASI- DYNAMICS METHOD FOR THE INITIAL PEBBLE PACKING

STABILITY AND CONVERGENCE ANALYSIS OF THE QUASI- DYNAMICS METHOD FOR THE INITIAL PEBBLE PACKING PHYSOR 22 Advances in Reactor Physics Linking Research, Industry, and Education Knoxville, Tennessee, USA, April 5-2, 22, on CD-ROM, American Nuclear Society, LaGrange Park, IL (22) STABILITY AND CONVERGENCE

More information

Data Mining: Concepts and Techniques. (3 rd ed.) Chapter 8. Chapter 8. Classification: Basic Concepts

Data Mining: Concepts and Techniques. (3 rd ed.) Chapter 8. Chapter 8. Classification: Basic Concepts Data Mining: Concepts and Techniques (3 rd ed.) Chapter 8 1 Chapter 8. Classification: Basic Concepts Classification: Basic Concepts Decision Tree Induction Bayes Classification Methods Rule-Based Classification

More information

STAT 200C: High-dimensional Statistics

STAT 200C: High-dimensional Statistics STAT 200C: High-dimensional Statistics Arash A. Amini May 30, 2018 1 / 57 Table of Contents 1 Sparse linear models Basis Pursuit and restricted null space property Sufficient conditions for RNS 2 / 57

More information

Nonlinear Tolerance Analysis and Cost Optimization

Nonlinear Tolerance Analysis and Cost Optimization Nonlinear Tolerance Analysis and Cost Optimization Manuela Almeida manuela.almeida@tecnico.ulisboa.pt Instituto Superior Técnico, Lisboa, Portugal December 2015 Abstract Linear tolerance analysis is a

More information

Model Calibration under Uncertainty: Matching Distribution Information

Model Calibration under Uncertainty: Matching Distribution Information Model Calibration under Uncertainty: Matching Distribution Information Laura P. Swiler, Brian M. Adams, and Michael S. Eldred September 11, 008 AIAA Multidisciplinary Analysis and Optimization Conference

More information

IP Cut Homework from J and B Chapter 9: 14, 15, 16, 23, 24, You wish to solve the IP below with a cutting plane technique.

IP Cut Homework from J and B Chapter 9: 14, 15, 16, 23, 24, You wish to solve the IP below with a cutting plane technique. IP Cut Homework from J and B Chapter 9: 14, 15, 16, 23, 24, 31 14. You wish to solve the IP below with a cutting plane technique. Maximize 4x 1 + 2x 2 + x 3 subject to 14x 1 + 10x 2 + 11x 3 32 10x 1 +

More information

Statistics and Data Analysis

Statistics and Data Analysis Statistics and Data Analysis The Crash Course Physics 226, Fall 2013 "There are three kinds of lies: lies, damned lies, and statistics. Mark Twain, allegedly after Benjamin Disraeli Statistics and Data

More information

Local Approximation of the Efficient Frontier in Robust Design

Local Approximation of the Efficient Frontier in Robust Design Local Approximation of the Efficient Frontier in Robust Design Jinhuan Zhang, Graduate Assistant Department of Mechanical Engineering Clemson University Margaret M. Wiecek, Associate Professor Department

More information

A Decentralized Approach to Multi-agent Planning in the Presence of Constraints and Uncertainty

A Decentralized Approach to Multi-agent Planning in the Presence of Constraints and Uncertainty 2011 IEEE International Conference on Robotics and Automation Shanghai International Conference Center May 9-13, 2011, Shanghai, China A Decentralized Approach to Multi-agent Planning in the Presence of

More information

Delta Method. Example : Method of Moments for Exponential Distribution. f(x; λ) = λe λx I(x > 0)

Delta Method. Example : Method of Moments for Exponential Distribution. f(x; λ) = λe λx I(x > 0) Delta Method Often estimators are functions of other random variables, for example in the method of moments. These functions of random variables can sometimes inherit a normal approximation from the underlying

More information

Applying Bayesian Estimation to Noisy Simulation Optimization

Applying Bayesian Estimation to Noisy Simulation Optimization Applying Bayesian Estimation to Noisy Simulation Optimization Geng Deng Michael C. Ferris University of Wisconsin-Madison INFORMS Annual Meeting Pittsburgh 2006 Simulation-based optimization problem Computer

More information

A Solution Algorithm for a System of Interval Linear Equations Based on the Constraint Interval Point of View

A Solution Algorithm for a System of Interval Linear Equations Based on the Constraint Interval Point of View A Solution Algorithm for a System of Interval Linear Equations Based on the Constraint Interval Point of View M. Keyanpour Department of Mathematics, Faculty of Sciences University of Guilan, Iran Kianpour@guilan.ac.ir

More information

Bi-objective Portfolio Optimization Using a Customized Hybrid NSGA-II Procedure

Bi-objective Portfolio Optimization Using a Customized Hybrid NSGA-II Procedure Bi-objective Portfolio Optimization Using a Customized Hybrid NSGA-II Procedure Kalyanmoy Deb 1, Ralph E. Steuer 2, Rajat Tewari 3, and Rahul Tewari 4 1 Department of Mechanical Engineering, Indian Institute

More information

Duration and deadline differentiated demand: a model of flexible demand

Duration and deadline differentiated demand: a model of flexible demand Duration and deadline differentiated demand: a model of flexible demand A. Nayyar, M. Negrete-Pincetić, K. Poolla, W. Chen, Y.Mo, L. Qiu, P. Varaiya May, 2016 1 / 21 Outline Duration-differentiated (DD)

More information

Introduction to Operations Research. Linear Programming

Introduction to Operations Research. Linear Programming Introduction to Operations Research Linear Programming Solving Optimization Problems Linear Problems Non-Linear Problems Combinatorial Problems Linear Problems Special form of mathematical programming

More information