Reliability Assessment with Correlated Variables using Support Vector Machines
|
|
- Ashley Wiggins
- 5 years ago
- Views:
Transcription
1 Reliability Assessment with Correlated Variables using Support Vector Machines Peng Jiang, Anirban Basudhar, and Samy Missoum Aerospace and Mechanical Engineering Department, University o Arizona, Tucson, Arizona, 8572 This paper presents an approach to estimate probabilities o ailure in cases where the random variables are correlated. An explicit limit state unction is constructed in the uncorrelated standard normal space using the Nata transormation and a support vector machine (SVM). The method o explicitly constructing the limit state unction is reerred to as explicit design space decomposition (EDSD), which also includes an adaptive sampling strategy to build an accurate SVM approximation. Several analytical examples with various distributions and also multiple ailure modes are presented. I. Introduction In reliability, the vast majority o studies use uncorrelated random variables to represent uncertainties. However, in many applications (such as biomechanical problems), random variables associated with a system are oten correlated. Not accounting or such correlation can lead to erroneous probability o ailure estimates. Although there are techniques to calculate such a probability o ailure or speciic cases (e.g., normal distributions with inexpensive unction evaluations), there is a need or approaches that can handle highly nonlinear limit state unctions and arbitrary probabilistic distributions while maintaining a reasonable number o unction evaluations. The general approach or addressing problems with correlated random variables is to convert them into uncorrelated standard Gaussian variables. Two o the common methods are Rosenblatt and Nata 2, 3 transormations. The diiculty with implementing Rosenblatt transormation lies in its requirement o the knowledge o the joint probability density unction, which is not always available. In addition, the transormation is not invariant with respect to the order by which the variables are transormed. The Nata transormation, used in this work, only requires the marginal probability density unctions, and is thereore easier to implement. The Nata transormation is explained in detail in Section III. In the literature, most articles dealing with correlated random variables in reliability assessment use moment-based methods such as First and Second Order Reliability Methods (FORM and SORM) 4 It is, however, known that accuracy o such methods is hampered i the limit state is highly nonlinear. Simulationbased methods, such as Monte Carlo Sampling 5 in the uncorrelated space have also been used, but application o such methods is not practical in general due to the large number o samples. 6 In addition, when dealing with correlated variables, the MCS samples generated in the standard Gaussian space need to be transormed back into the original space to evaluate the responses. In this work in progress, a general approach to calculate probabilities with correlated variables while limiting the computational cost is proposed. This is achieved by replacing the threshold-level contour o the actual limit state unction with by a Support Vector Machine (SVM) classiier in the uncorrelated standard normal space. 7, 8, 6 This method o constructing an explicit approximation o the ailure boundary is reerred to as Explicit Design Space Decomposition (EDSD). 9, 6 In order to obtain an accurate SVM and limit the number o unction evaluations, an adaptive sampling technique is used., To determine the class (ailure or sae), each sample used or the construction o the SVM is mapped back to the original correlated Graduate Student, AME Department, and AIAA Student Member. Assistant Proessor, AME Department, AIAA Senior Member o 7 American Institute o Aeronautics and Astronautics
2 space using an inverse Nata Transormation. Because each sample requires a unction evaluation (e.g., a inite element analysis), their number must be limited. Once an SVM is obtained, MCS is perormed in the uncorrelated standard Gaussian space based on the approximation. 6 It should be noted that the MCS samples do not require inverse transormation to the original space because the explicit SVM limit state unction in the uncorrelated space is available. in addition, the proposed approach introduces the probability o misclassiication by SVM using Probabilistic Support Vector machines (PSVMs) in the probability o ailure estimate. This leads to a relatively conservative ailure probability estimate. 2 The use o SVM is appealing due to several reasons. It is based on the classiication o the space into a sae and ailure domains. Construction o the boundary depends only on the class o samples instead o the actual response values. Thereore, the method is applicable to binary (pass or ail) problems 3 or problems with discontinuities. In addition, SVM presents a natural way to handle multiple ailure modes 9,, 4 especially i the system considered is serial since a sample would be considered ailed i any one mode is active. The paper is organized as ollows. Section II describes the basic methodology. Section III presents the Nata transormation along with the Jacobian o the transormation. Section IV to VI provide the basics o EDSD, SVM, and adaptive sampling. Section VII introduces a relatively conservative ailure probability estimate based on Probabilistic Support Vector machines (PSVMs). 2 Finally, Section VIII provides several examples o analytical problems with various probabilistic distributions. II. Basic methodology The basic methodology or calculating probability o ailure with correlated variables, using Support Vector Machines (SVMs) (Section V), 7, 8 is presented in this section. The generation o MCS samples directly in the correlated space (X-space) is possible only or speciic distribution types, such as Gaussian or Truncated Gaussian. In order to generalize the calculation o probabilities o ailure or arbitrary distributions, this works proposes to construct an SVM-based limit state unction in the uncorrelated Standard Gaussian space (Uspace). The probability o ailure is then calculated in using MCS in the U-space. The basic procedure or constructing a limit state approximation in the U-space is demonstrated in Figure. The main steps are: Generation o an initial uniorm design o experiments (DOE) 5, 6, 7 in uncorrelated standard Gaussian space (U-space). Inverse Nata transormation 8 (Section III) o the DOE samples to the original correlated space (Xspace) or response evaluation and class (ail or sae) assignment. Construction o an initial approximation o the limit state in the U-space using explicit design space decomposition (EDSD) (Section IV). Calculation o initial probability o ailure estimate based on the SVM approximation, using MCS in uncorrelated space. Probability o ailure is calculated as: P = N = N MC I g (u i ) () N MC N MC where u i represents Monte Carlo samples in U-space, N MC is total number o Monte Carlo samples and N is number o Monte Carlo samples lying in ailure region based on the SVM approximation. I g (u) is an indicator unction that is or samples in the sae region and or those in the ailure region: I g (u) = { i= s(u) s(u) > (2) 2 o 7 American Institute o Aeronautics and Astronautics
3 Reinement o the limit state approximation using adaptive sampling. Each additional sample is transormed back to the correlated space to obtain its response. The probability o ailure estimate is updated ater each sample evaluation. ailed samples u 2 u 2 u 2 U-space to X-space (inverse Nata) sae samples u u Responses in X-space associated with U-space samples limit state approximation u g(x) x 2 Response evaluation and classiication x 2 x x Figure. Summary o the method or limit state approximation in U-space. III. Nata transormation A. Basic principle The Nata transormation is perormed in two steps. The irst step transorms the variables o any arbitrary distributions to correlated standard normal variables. The second step transorms the latter into uncorrelated standard normal variables.. Step Consider n correlated random variables X i whose marginal cumulative distribution unctions, F Xi and correlation matrix ρ are known. The irst transormation generates correlated standard normal variables U i, with correlation matrix ρ, obtained as ollows: 8, 5 Φ(u ) = F X (x ) Φ(u 2) = F X2 (x 2 ). Φ(u n) = F Xn (x n ) (3) where Φ is the cumulative standard normal distribution. 3 o 7 American Institute o Aeronautics and Astronautics
4 One o the critical aspects o the Nata transormation is to relate the correlation coeicients ρ ij and ρ ij. For this purpose, we use the act that the joint density unction o two correlated variables X i and X j can be expressed as a unction o the joint normal probability density unction o the correlated variables Ui and using the ollowing equation: U j XiX j (x i, x j ) = φ 2 (u i, u j, ρ ij) X i (x i ) Xj (x j ) φ(u i )φ(u j ) (4) where φ 2 (u i, u j, ρ ij ) is the bivariate standard normal probability density unction with correlation coeicient o ρ ij. The expression o φ 2 is: φ 2 (u i, u j, ρ ij) = exp [ 2π (u i )2 2ρ ij u i u j + ] (u j )2 (ρ ij )2 φ(u i )φ(u j ) (5) The relation between ρ and ρ is derived as ollows: ρ ij = cov(x i, X j ) σ Xi σ Xj = E(X ix j ) E(X i )E(X j ) σ Xi σ Xj = σ Xi σ Xj ( + + x i x j Xi,X j (x i, x j )dx i dx j + + ) x i Xi (x i )dx i x j Xj (x j )dx j (6) Using Xi (x i )dx i = φ(u i )du i, the double integral can be simpliied as: ρ ij = = u i u j Xi,X j (x i, x j )dx i dx j u i u jφ 2 (u i, u j; ρ ij)du i du j (7) where u i = (x i µ i )/σ i and u j = (x j µ j )/σ j. We need to solve the double integral to ind the corresponding ρ ij or a given ρ ij. In engineering applications, this process was oten replaced by polynomial approximation 9 in order to remove the need to solve the double integral. For instance, consider a two variable problem with uniorm-exponential variables and correlation coeicient equal to.2. In this case, the relation is approximated as: ρ 2 = Rρ 2 R = ρ 2 2 (8) Although, these relations can be very accurate, it is nowadays possible to solve the double integral numerically in an eicient manner. This latter approach has been used in this paper. 2. Step 2 Once all the elements o the ρ correlation matrix are ound, the second step o the Nata Transormation consists o decorrelating the variables to obtain uncorrelated standard normal variables U i. 8, 2 The ollowing linear transormation is used: U = AU + B (9) U and U here are vectors containing the correlated and uncorrelated standard normal variables respectively. A and B are matrices. By taking the mean o both sides, we obtain: E(U ) = E(AU + B) = AE(U) + B = () Because both variables are standard normal, we obtain B =. A is related to the correlation matrix ρ with the ollowing equation: 4 o 7 American Institute o Aeronautics and Astronautics
5 AA T = ρ () This relation can be rather simply proven by the act that ρ ij = E(u i u j ). Thereore, A can be obtained by Cholesky decomposition o ρ, which is a positive deinite matrix. For a two dimensional problem: [ ] A = (2) (ρ 2 ) 2 For a three variable problem: A = ρ 2 (ρ 2 ) 2 B. Jacobian ρ 3 ρ 2 ρ 23 ρ 3 ρ 2 (ρ 2 2 ) 2 (ρ 3 )2 (ρ 23 ρ 3 ρ 2 )2 (ρ 2 )2 (3) The Jacobian matrix 8 deining the mapping between the original correlated space to the uncorrelated space is deined by its general term as: u j / x i. Using the chain rule and the relation between dx i and du i : The Jacobian is: dx i = φ(u i ) Xi (x i ) du i (4) [ ] φ(u J = diag i ) A (5) Xi (x i ) As an example, the determinant o the Jacobian or a two dimensional problem with exponentialexponential variables, is depicted in Figure 2. The Figure shows how a grid will transorm through the Nata Transormation. For this case, the determinant o the Jacobian is always positive and thus the mapping between the X-space and the U-space is unique. The small values close to the origin o the X-space lead to large distances in the U-space. x2( ) Jacobian determiant rom X to U x ( ) x Figure 2. Contour o Jacobian determinant rom X to U space. 5 o 7 American Institute o Aeronautics and Astronautics
6 x Grid in original space u2 Deormed grid in uncorrelated space ater transormation x u Figure 3. Grid in X-space Figure 4. Grid in U-space ater transormation IV. Explicit Design Space Decomposition (EDSD) Explicit Design Space Decomposition is a classiication-based method that can be used or constructing approximations o limit state unctions. The basic idea in EDSD 9, 6 is to explicitly decompose the space into regions o distinct behavior, e.g. sae and ailed. Instead o approximation o responses, EDSD is based only on their classiication. As a result, the method has several advantages, such as handling o discontinuous and binary responses, 9, 6, 3, 4 and multiple ailure modes. 2, 22 The main steps o EDSD are as ollows. Generation o an initial design o experiments (DOE). In this article samples are selected in the uncorrelated space using Centroidal Voronoi Tessellations 6, 7 (CVT). Response evaluation at the DOE samples. Classiication o the samples as sae (+) or ailed ( ) based on a threshold responses or using clustering. Construction o an explicit boundary separating the + and classes. In this article, SVMs are used to approximate ailure boundaries. V. Support Vector Machines (SVMs) SVMs 7, 8 belong to a class o machine learning techniques that can be used or both regression and classiication. In the context o EDSD, SVMs are used or classiication. SVMs have gained popularity in the computer science community due to their good generalization capability in classiication. In the context o reliability assessment also, lexibility o SVMs in approximating highly nonlinear limit state unctions has been shown in several papers. 23, 6,,, 22 In the case o multiple ailure modes, a single SVM can be used to represent all the modes. The basic theory o SVMs or binary classiication is presented briely in this section. An SVM is used to construct an explicit equation that separates samples belonging to two classes labeled as + and. Given a set o N training samples u i in a n-dimensional U-space, and the corresponding class labels, an SVM boundary is given as: s(u) = b + N λ i y i K(u i, u) = (6) i= where b is a scalar reerred to as the bias, λ i are Lagrange Multipliers obtained rom the quadratic programming optimization problem used to construct the SVM, and K is a kernel unction. The classiication o any 6 o 7 American Institute o Aeronautics and Astronautics
7 arbitrary point u is given by the sign o s(u). The training samples or which the Lagrange Multipliers are non-zero are reerred to as the support vectors. The number o support vectors N SV is usually much smaller than N, and thereore, only a small raction o the samples aects the SVM equation. The kernel unction K in Equation 6 can have several orms, such as polynomial or Gaussian radial basis kernel. The Gaussian kernel (Equation 7) is used in this article. ( K(u i, u) = exp u ) i u 2σ 2 (7) where σ is the width parameter o the Gaussian kernel. It should be noted that although the SVM equation is presented or U-space in terms o u, it is valid or any space. In this article, SVMs are constructed in U-space. VI. Adaptive Sampling EDSD using a static DOE may not be suicient or predicting accurate ailure probabilities, unless a large number o samples N is used. Thereore, to obtain high accuracy with limited samples, an initially sparse DOE in U-space is adaptively updated. The initial DOE is used to construct the irst SVM approximation o the limit state unction. This gives an initial idea o regions that are important or reining the SVM approximation. Additional samples are then added iteratively to update the SVM boundary. The SVM update algorithm consists o two types o samples: Primary sample Secondary samples A primary sample is selected such that it lies on the SVM boundary in a sparsely populated region. Such a point lying near the boundary has high probability o misclassiication. It is selected by maximizing the distance to the closest training sample: max u u u nearest s.t. s(u) = (8) The objective unction in Equation 8 is not dierentiable everywhere in the space. The problem is reormulated to make it dierentiable: max u,z z s.t. u u i z i =, 2,..., N s(u) = (9) A secondary sample is selected in a region in the vicinity o SVM boundary that has the highest local unbalance o data rom the two classes. Unbalance o data is quantiied as d d +, where d and d + are the distances to the closest and + samples. A high unbalance o data may be an indicator o a phenomenon known as locking o SVM, which may result in a very low rate o convergence o SVM to the actual limit state unction. Although change in SVM due to primary samples may be negligible in such cases, secondary samples are useul in removing locking. This is shown conceptually in Figure 5. Selection o a secondary sample is a two step process: Selection o a point u c on s(u) = with highest measure o unbalance. max u (d (u) d + (u)) 2 Selection o secondary sample within a hypersphere centered at u c. s(u) = (2) min u sign(d (u c ) d + (u c ))s(u) u u c 4 d (u) d + (u) (2) 7 o 7 American Institute o Aeronautics and Astronautics
8 , 22 More details about SVM locking can be ound in previous articles. A dedicated adaptive sampling method to calculate accurate ailure probabilities using SVMs can also be ound. 22 SVM locking secondary sample selection SVM update with locking removal d d u (arbitrary point) - class + class region with unbalanced data (no + sample) circle centered at u c R u c(point on SVM with largest unbalance) secondary sample in shaded region x c updated SVM evaluated secondary sample Figure 5. Locking o SVM with locally unbalanced data in the vicinity o SVM (let), selection o a secondary sample (mid), and update o SVM due to the evaluated secondary sample (right). VII. Monte-Carlo Simulations based on Probabilistic Support Vector Machines (PSVMs) Adaptive sampling (Section VI) increases the accuracy o SVM approximation and reduces the probability o misclassiication. However, the error in the SVM prediction might result in an inaccurate probability o ailure. Underestimation o probability o ailure is especially hazardous as it may lead to an unsae design. Thereore, it is useul to have a relatively conservative estimate o probability o ailure to compensate or errors in SVM classiication. A. Conservative Failure Probability Estimate A method based on PSVMs is used to provide a relatively conservative probability o ailure compared to corresponding deterministic SVMs. 2 Unlike deterministic SVMs that provide binary classiication, PSVMs provide a conditional probability o belonging to a speciic class or any sample. Thus, or any Monte Carlo Sample lying in sae region or + class based on a deterministic SVM, the corresponding PSVM provides a probability o belonging to the or ailure class (P ( u)). The probability o ailure given by Equation is replaced by: ( NMCS ) P P SV M = γ ( u), N MCS i= u i Ω γ ( u) = u i Ω sd Ω misc (22) P ( u) u i Ω misc The dierence between the traditional binary indicator unction I g (u) (Equation 2) and γ( u) lies in their values in the region Ω misc. Ω misc is the region in sae domain, based on deterministic SVM, or which a probability o misclassiication is considered in Equation 22. The contribution o MCS samples lying in Ω misc to the probability o ailure is zero in Equation. However, when using the PSVM-based method, these samples have a non-zero contribution in Equation 22. Thereore, Equation 22 provides a relatively conservative probability o ailure. The region Ω misc or considering the probability o misclassiication by the SVM is: Ω misc = Ω sd Ω ( s(u) < s(u)(d + (u) d (u) )), (23) where Ω sd is the sae domain based on the deterministic SVM, and d + (u) and d (u) are the distances o u to the closest + and training samples in U-space. Ω misc consists o two kinds o regions in the + class. 8 o 7 American Institute o Aeronautics and Astronautics
9 One is the SVM margin in the sae class and the other is the region with d + (u) d (u) (Figure 6). The calculation o γ ( u) in the region Ω misc, equal to P ( u), is explained in the ollowing section. sae + class sae + class s(u) d ( u) d ( u) s(u) d (u) d (u) ailed - class ailed - class Figure 6. Deinition o the region Ω misc or considering the probability o misclassiication. Ω misc is the union o the two shaded regions in the let and the right igures. B. Probabilistic Support Vector Machines (PSVMs) Probabilistic support vector machines are used to map SVM values to conditional probabilities o belonging to a speciic class. One o the commonly used PSVM models proposed by Platt involves the itting o a sigmoid unction using maximum likelihood. 24 This model, however, ignores the spatial distribution o samples. It only accounts or SVM values while calculating P (+ u) and P ( u). To overcome this issue, a modiied sigmoid model is used in this article that accounts or the spatial distribution o samples. 25 I u is ixed in space, PSVM provides the probability o belonging to + or sae class: P (+ u) = d (u) As(u)+B( + e A < d + (u)+τ d + (u) d (u)+τ ) 3, B <, (24) min(s max, s min ) where d (u) and d + (u) are the distances to the closest - and + samples. τ is a small quantity (set equal to in this work) added in order to avoid numerical issues at the evaluated training samples. s max is the maximum SVM value among all training samples and s min is the minimum SVM value among all training samples. The PSVM model in Equation 24 satisies the ollowing conditions: P (+ u) i s(u) or d + (u) P (+ u) i s(u) or d (u) P (+ u).5 i s(u) and d (u) d + (u) Parameters A and B o the PSVM model are calculated using maximum likelihood. For urther details, the reader may reer to. 25 The conditional probability o belonging to or ailure class is: P ( u) = P (+ u) (25) VIII. Results Several examples are presented in this section to demonstrate the calculation o probabilities o ailure using correlated variables. To show the generality o the proposed approach, various distribution types, namely Gaussian, Exponential and Weibull, are used. The examples presented consist o two and three random variables. An example showing the use o PSVM or ailure probability calculation is also presented. Probabilities o ailure are calculated using 6 MCS samples or all the examples. In all o the ollowing examples, g(x) represents ailure domain. The ollowing notations are used to present the results: P SV M is the probability o ailure predicted by SVM 9 o 7 American Institute o Aeronautics and Astronautics
10 P P SV M is the probability o ailure predicted by PSVM P Re P UC is the probability o ailure by direct transormation is the probability o ailure ignoring correlation 95% CI o P Re is 95% conidence interval o P Re ɛ SV M is the relative error between P SV M and P Re ɛ SV M = P SV M P Re P Re % (26) ɛ UC is the relative error between P UC and P Re ɛ UC = P UC P Re P Re % (27) A. Two dimensional examples Two examples with dierent distributions are presented in this section. The second example consists o our ailure modes, all o which are represented using a single SVM. In both examples, the initial SVM in U-space is constructed with 3 samples. The SVM approximations are reined using adaptive sampling. The update is terminated i the relative change in probability o ailure is less than.% or ive consecutive iterations.. Exponential-Exponential Distributions The actual limit state unction or this example, deined in X-space, is: g(x, x 2 ) = 3 (x 2) 3 3(x 2 ) = (28) Both variables have exponential distributions with mean o and the correlation coeicient is -.4. Using the polynomial approximation 9 to solve or ρ 2 ( R 2 = ρ ρ 2 2 and ρ 2 = R 2 ) we obtain ρ 2 =.56 while the numerical solution through double integration yields The relative error is.7% thus showing that either approach is satisactory. The transormation matrix A is then determined by Cholesky decomposition o the correlation matrix ρ : A = [ The limit state unctions in X-space and U-space are depicted in Figures 8 and 9. The updated SVM boundary in U-space is shown in Figure. MCS samples used or ailure probability calculation are plotted in Figure. The inal SVM is constructed with 5 samples. Results o SVM update and ailure probability calculation are presented in Table 2. For inormation, Figure 2 depicts the MCS samples when correlation is included and Figure 3 when correlation is ignored. The convergence plot or this problem is provided in Figure 4. ] (29) 2. Exponential-Weibull Distributions with multiple ailure modes This example consists o our ailure modes. A sample is considered ailed i any o the modes is active (i.e., it is a series system). The ailure domain Ω is union o the ollowing modes: g (x, x 2 ) = 3 (x 2) 3 3(x 2 ) g 2 (x, x 2 ) = 2.5 x + x 2 g 3 (x, x 2 ) = x 2 5x + x g 3 (x, x 2 ) = 2x 2 x (3) o 7 American Institute o Aeronautics and Astronautics
11 Table. Results o 2D and 3D problems. Results Exp-Exp Exp-Wbl Norm-Exp-Wbl P SV M ( 2 ) P Re ( 2 ) ɛ SV M (%) % CI o P Re ( 2 ) [5.629, 5.722] [5.2, 5.8] [.2673,.2883] P UC ( 2 ) ɛ UC (%) * Assuming x and x 2 are uncorrelated,, samples are used in Monte Carlo simulation. Calculated by transorming back to original space PDF o x PDF o x PDF.4 PDF x x 2 Figure 7. Distribution o correlated input variables x Limit state in x x 2 (correlated) plane Limit state u2 Limit state in u u 2 (uncorrelated) plane 3 Limit state x u Figure 8. Limit state unction in X-space Figure 9. Limit state unction in U-space o 7 American Institute o Aeronautics and Astronautics
12 5 Evolving SVM in uncorrelated space Limit state SVM Sae Failure u u Figure. Updated SVM ater adaptive sampling Figure. Monte Carlo samples in the uncorrelated standard normal space. Figure 2. Transorming uncorrelated samples back to original space. Figure 3. Direct sampling in original space ignoring correlation. 8 Convergence plot o P 3% error % error P Relative error (%) Number o adaptive samples Figure 4. Convergence plot o probability o ailure P. x is an exponential variable with mean o and x 2 ollows Weibull distribution with α = β = 2.The 2 o 7 American Institute o Aeronautics and Astronautics
13 distribution plots o the two variables are shown in Figure 5. The composite limit state unctions in X-space and U-space are shown in Figures 6 and 7. The updated SVM boundary in U-space is shown in Figure 8. MCS samples used or ailure probability calculation are plotted in Figure 9. The updated SVM is constructed with 25 samples. Failure probability results are presented in Table 2. PDF o x PDF o x PDF.4 PDF x x 2 Figure 5. Distribution o correlated Exp-Wbl variables Limit state unction in x x 2 (correlated) plane Limit state Limit state 2 Limit state 3 Limit state 4 Sae Limit state unction in u u 2 (uncorrelated) plane Limit state Limit state 2 Limit state 3 Limit state 4 x2 3 u x u Figure 6. Multiple limit states in X-space Figure 7. Multiple limit states in U-space B. Three dimensional example. Normal-Exponential-Weibull Distribution Extending the application to 3D case, consider the limit state unction: g(x, x 2, x 3 ) = x 3 2x 2 3 x 3 3.5x x 2 x 3 + 9x 2 + 8x x x 54x 2 54x = (3) x is a normal variable with mean and standard deviation o. x 2 is an exponential variable with mean o.x 3 ollows a Weibull distribution with α =.5 β = 2.5. The distribution plots o the two variables are shown in Figure 2. The limit state unctions in X-space and U-space are shown in Figures 22 and 23. The updated SVM boundary in U-space is shown in Figure 24. MCS samples used or ailure probability calculation are plotted in Figure 25. The initial SVM is built with 5 CVT 6, 7 samples. At convergence, 3 o 7 American Institute o Aeronautics and Astronautics
14 SVM ater adaptive sampling u2 4 SVM Sae 3 Failure u Figure 8. Updated SVM ater adaptive sampling Figure 9. Monte Carlo samples classiication based on updated SVM 3 25 Convergence plot o P P 3% error % error Relative error(%) Number o adaptive samples Figure 2. Convergence plot o probability o ailure P. the inal SVM is constructed with 79 samples in total. calculation are presented in Table. Results o SVM update and ailure probability C. Two dimensional example with Probabilistic SVM (PSVM) We consider the same two-dimensional problem with exponential-exponential distributions as presented in Section. The method based on PSVMs (see Section A) is used to provide a relatively conservative probability o ailure with less number o unction evaluations compared to the corresponding deterministic SVM. The convergence o probabilities o ailure using the deterministic SVM and the PSVM are plotted in Figure 27. Ater adding 53 adaptive samples, it is observed that the probability o ailure based on PSVM will always be larger than the reerence probability calculated by direct transormation. On the contrary, the deterministic SVM can underestimate the probability o ailure even with many more sample evaluations. 4 o 7 American Institute o Aeronautics and Astronautics
15 PDF o x µ =, σ = PDF o x2 µ = PDF o x3 a:.5 b: PDF.4 PDF.4 PDF x x x3 Figure 2. Distributions o correlated input variables or three dimensional problem Figure 22. Limit state unction in X-space Figure 23. Limit state unction in U-space Figure 24. Updated SVM ater adaptive sampling or the three dimensional problem Figure 25. Monte Carlo samples classiication based on updated SVM However these observations are only valid or this example and cannot be generalized. More generally, the PSVM approach will require less unction evaluations because it will always be, by construction, more conservative than the estimate based on the deterministic SVM. For example, i a less tight convergence criterion o % (instead o.%) relative change o probability is used, the number o samples needed is 34. The deterministic SVM will give a lower probability o ailure with an error o 6.366%, while the probability calculated based on PSVM will give an error o.64% (see Table 2). 5 o 7 American Institute o Aeronautics and Astronautics
16 Relative error(%) Convergence plot o P P 3% error % error Number o adaptive samples Figure 26. Convergence plot o probability o ailure P or the three dimensional problem. Convergence plot o P Relative change o P Relative error(%) 5 5 Deterministic P PSVM based P 3% error % error Relative change (%) P change % error.% error No. o adaptive samples No. o adaptive samples Figure 27. Convergence plot o deterministic P and P based on PSVM. Figure 28. Relative change o P or stopping criteria Table 2. Results o 2D Exp-Exp using PSVM. Results.% criteria % criteria No. o adaptive samples P SV M ( 2 ) P P SV M ( 2 ) P Re ( 2 ) ɛ SV M (%) ɛ P SV M (%) Calculated by transorming back to original space IX. Conclusion This work in progress introduces an approach to evaluate probabilities o ailure when the random variables are correlated. The technique is based on the explicit construction o the limit state unction in the 6 o 7 American Institute o Aeronautics and Astronautics
17 uncorrelated standard normal space ater Nata transormation. The construction o an accurate limit state unction is based on SVM explicit design space decomposition with adaptive sampling. Results with various random distributions and multiple ailure modes are presented. The next steps o this research will involved higher dimensional problems and reliability-based design optimization. X. Acknowledgments The support o the National Science Foundation through grant CMMI is grateully acknowledged. Reerences Rosenblatt, M., Remarks on a multivariate transormation, The Annals o Mathematical Statistics, Vol. 23, No. 3, 952, pp Nata, A., Determination des distribution dont les marges sont donnees, Comptes rendus de lacademie des sciences, Vol. 225, 962, pp Liu, P. and Der Kiureghian, A., Multivariate distribution models with prescribed marginals and covariances, Probabilistic Engineering Mechanics, Vol., No. 2, 986, pp Haldar, A. and Mahadevan, S., Probability, reliability, and statistical methods in engineering design, Wiley, 2. 5 Melchers, R., Structural reliability analysis and prediction, Vol. 437, John Wiley & Sons, Basudhar, A., Missoum, S., and Harrison Sanchez, A., Limit state unction identiication using Support Vector Machines or discontinuous responses and disjoint ailure domains, Probabilistic Engineering Mechanics, Vol. 23, No., 28, pp.. 7 Vapnik, V.N., Statistical Learning Theory, John Wiley & Sons, Gunn, S.R., Support vector machines or classiication and regression, Tech. Rep. ISIS--98, Department o Electronics and Computer Science, University o Southampton, Missoum, S., Ramu, P., and Hatka, R.T., A Convex Hull Approach or the Reliability-based Design o Nonlinear Transient Dynamic Problems, Computer Methods in Applied Mechanics and Engineering, Vol. 96, No. 29, 27, pp Basudhar, A. and Missoum, S., Adaptive explicit decision unctions or probabilistic design and optimization using support vector machines, Computers & Structures, Vol. 86, No. 9 2, 28, pp Basudhar, A. and Missoum, S., An improved adaptive sampling scheme or the construction o explicit boundaries, Structural and Multidisciplinary Optimization, Vol. 42, No. 4, 2, pp Basudhar, A. and Missoum, S., Reliability Assessment using Probabilistic Support Vector Machines (PSVMs), 5 st AIAA/ASME/ASCE/AHS/ASC conerence on Structures, Dynamics and Materials. Paper AIAA , Orlando, Florida, April 2. 3 Layman, R., Missoum, S., and Vande Geest, J., Simulation and probabilistic ailure prediction o grats or aortic aneurysm, Engineering Computations Journal, Vol. 27, No., 2. 4 Basudhar, A. and Missoum, S., A sampling-based approach or probabilistic design with random ields, Computer Methods in Applied Mechanics and Engineering, Vol. 98, No , 29, pp Montgomery, D.C., Design and Analysis o Experiments, Wiley and Sons, Romero, Vincente J., Burkardt, John V., Gunzburger, Max D., and Peterson, Janet S., Comparison o Pure and Latinized Centroidal Voronoi Tesselation Against Various Other Statistical Sampling Methods, Journal o Reliability Engineering and System Saety, Vol. 9, No , Du, Q., Faber, V., and Gunzburger, M., Centroidal Voronoi tessellations: applications and algorithms, SIAM review, Vol. 4, No. 4, 999, pp Lemaire, M., Structural Reliability, ISTE and John Wiley, st ed., Kiureghian, A. D. and Liu, P.-L., Structural Reliability Under Incomplete Probability Inormation, Journal o Engineering Mechanics, Vol. 2, Noh, Y., Choi, K., and Du, L., Reliability-based design optimization o problems with correlated input variables using a Gaussian Copula, Structural and Multidisciplinary Optimization, Vol. 38, No., 29, pp Arenbeck, H., Missoum, S., Basudhar, A., and Nikravesh, P.E., Reliability-Based Optimal Design and Tolerancing or Multibody Systems Using Explicit Design Space Decomposition, Journal o Mechanical Design, Vol. 32, No. 2, 2, pp Basudhar, A. and Missoum, S., Local Update o Support Vector Machine Decision Boundaries, 5 th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conerence, Palm Springs, Caliornia, May Hurtado, Jorge E., An examination o methods or approximating implicit limit state unctions rom the viewpoint o statistical learning theory, Structural Saety, Vol. 26, July 24, pp Platt, J. C., Probabilistic Outputs or Support Vector Machines and Comparisons to Regularized Likelihood Methods, Advances in Large Margin Classiiers, MIT Press, 999, pp Basudhar, A. and Missoum, S., Constrained Eicient Global Optimization with Support Vector Machines (SVMs), 3th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conerence, Dallas, TX, September 2. 7 o 7 American Institute o Aeronautics and Astronautics
Reliability assessment using probabilistic support vector machines. Anirban Basudhar and Samy Missoum*
156 Int. J. Reliability and Saety, Vol. 7, o. 2, 2013 Reliability assessment using probabilistic support vector machines Anirban Basudhar and Samy Missoum* Aerospace and Mechanical Engineering Department,
More informationDETC A GENERALIZED MAX-MIN SAMPLE FOR RELIABILITY ASSESSMENT WITH DEPENDENT VARIABLES
Proceedings o the ASME International Design Engineering Technical Conerences & Computers and Inormation in Engineering Conerence IDETC/CIE August 7-,, Bualo, USA DETC- A GENERALIZED MAX-MIN SAMPLE FOR
More informationBayesian Technique for Reducing Uncertainty in Fatigue Failure Model
9IDM- Bayesian Technique or Reducing Uncertainty in Fatigue Failure Model Sriram Pattabhiraman and Nam H. Kim University o Florida, Gainesville, FL, 36 Copyright 8 SAE International ABSTRACT In this paper,
More informationCOMPUTATIONAL OPTIMAL DESIGN AND UNCERTAINTY QUANTIFICATION OF COMPLEX SYSTEMS USING EXPLICIT DECISION BOUNDARIES
COMPUTATIONAL OPTIMAL DESIGN AND UNCERTAINTY QUANTIFICATION OF COMPLEX SYSTEMS USING EXPLICIT DECISION BOUNDARIES By Anirban Basudhar Creative Commons 3.0 Attribution-No Derivative License A Dissertation
More information2.6 Two-dimensional continuous interpolation 3: Kriging - introduction to geostatistics. References - geostatistics. References geostatistics (cntd.
.6 Two-dimensional continuous interpolation 3: Kriging - introduction to geostatistics Spline interpolation was originally developed or image processing. In GIS, it is mainly used in visualization o spatial
More informationChapter 6 Reliability-based design and code developments
Chapter 6 Reliability-based design and code developments 6. General Reliability technology has become a powerul tool or the design engineer and is widely employed in practice. Structural reliability analysis
More informationA Simple Explanation of the Sobolev Gradient Method
A Simple Explanation o the Sobolev Gradient Method R. J. Renka July 3, 2006 Abstract We have observed that the term Sobolev gradient is used more oten than it is understood. Also, the term is oten used
More informationRELIABILITY OF BURIED PIPELINES WITH CORROSION DEFECTS UNDER VARYING BOUNDARY CONDITIONS
REIABIITY OF BURIE PIPEIES WITH CORROSIO EFECTS UER VARYIG BOUARY COITIOS Ouk-Sub ee 1 and ong-hyeok Kim 1. School o Mechanical Engineering, InHa University #53, Yonghyun-ong, am-ku, Incheon, 40-751, Korea
More information3. Several Random Variables
. Several Random Variables. Two Random Variables. Conditional Probabilit--Revisited. Statistical Independence.4 Correlation between Random Variables. Densit unction o the Sum o Two Random Variables. Probabilit
More informationFluctuationlessness Theorem and its Application to Boundary Value Problems of ODEs
Fluctuationlessness Theorem and its Application to Boundary Value Problems o ODEs NEJLA ALTAY İstanbul Technical University Inormatics Institute Maslak, 34469, İstanbul TÜRKİYE TURKEY) nejla@be.itu.edu.tr
More informationApproximate probabilistic optimization using exact-capacity-approximate-response-distribution (ECARD)
Struct Multidisc Optim (009 38:613 66 DOI 10.1007/s00158-008-0310-z RESEARCH PAPER Approximate probabilistic optimization using exact-capacity-approximate-response-distribution (ECARD Sunil Kumar Richard
More informationdesign variable x1
Multipoint linear approximations or stochastic chance constrained optimization problems with integer design variables L.F.P. Etman, S.J. Abspoel, J. Vervoort, R.A. van Rooij, J.J.M Rijpkema and J.E. Rooda
More informationTechniques for Estimating Uncertainty Propagation in Probabilistic Design of Multilevel Systems
0th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conerence 0 August - September 004, Albany, New Yor AIAA 004-4470 Techniques or Estimating Uncertainty Propagation in Probabilistic Design o Multilevel
More informationProbabilistic Engineering Mechanics
Probabilistic Engineering Mechanics 6 (11) 174 181 Contents lists available at ScienceDirect Probabilistic Engineering Mechanics journal homepage: www.elsevier.com/locate/probengmech Variability response
More informationFisher Consistency of Multicategory Support Vector Machines
Fisher Consistency o Multicategory Support Vector Machines Yueng Liu Department o Statistics and Operations Research Carolina Center or Genome Sciences University o North Carolina Chapel Hill, NC 7599-360
More informationReview of Prerequisite Skills for Unit # 2 (Derivatives) U2L2: Sec.2.1 The Derivative Function
UL1: Review o Prerequisite Skills or Unit # (Derivatives) Working with the properties o exponents Simpliying radical expressions Finding the slopes o parallel and perpendicular lines Simpliying rational
More informationNon-Bayesian Classifiers Part II: Linear Discriminants and Support Vector Machines
Non-Bayesian Classifiers Part II: Linear Discriminants and Support Vector Machines Selim Aksoy Department of Computer Engineering Bilkent University saksoy@cs.bilkent.edu.tr CS 551, Fall 2018 CS 551, Fall
More informationGaussian Process Regression Models for Predicting Stock Trends
Gaussian Process Regression Models or Predicting Stock Trends M. Todd Farrell Andrew Correa December 5, 7 Introduction Historical stock price data is a massive amount o time-series data with little-to-no
More informationNumerical Solution of Ordinary Differential Equations in Fluctuationlessness Theorem Perspective
Numerical Solution o Ordinary Dierential Equations in Fluctuationlessness Theorem Perspective NEJLA ALTAY Bahçeşehir University Faculty o Arts and Sciences Beşiktaş, İstanbul TÜRKİYE TURKEY METİN DEMİRALP
More informationScattered Data Approximation of Noisy Data via Iterated Moving Least Squares
Scattered Data Approximation o Noisy Data via Iterated Moving Least Squares Gregory E. Fasshauer and Jack G. Zhang Abstract. In this paper we ocus on two methods or multivariate approximation problems
More informationStructural 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 informationProbabilistic Model of Error in Fixed-Point Arithmetic Gaussian Pyramid
Probabilistic Model o Error in Fixed-Point Arithmetic Gaussian Pyramid Antoine Méler John A. Ruiz-Hernandez James L. Crowley INRIA Grenoble - Rhône-Alpes 655 avenue de l Europe 38 334 Saint Ismier Cedex
More informationELEG 3143 Probability & Stochastic Process Ch. 4 Multiple Random Variables
Department o Electrical Engineering University o Arkansas ELEG 3143 Probability & Stochastic Process Ch. 4 Multiple Random Variables Dr. Jingxian Wu wuj@uark.edu OUTLINE 2 Two discrete random variables
More informationJeff Howbert Introduction to Machine Learning Winter
Classification / Regression Support Vector Machines Jeff Howbert Introduction to Machine Learning Winter 2012 1 Topics SVM classifiers for linearly separable classes SVM classifiers for non-linearly separable
More informationcomponent risk analysis
273: Urban Systems Modeling Lec. 3 component risk analysis instructor: Matteo Pozzi 273: Urban Systems Modeling Lec. 3 component reliability outline risk analysis for components uncertain demand and uncertain
More informationOPTIMAL PLACEMENT AND UTILIZATION OF PHASOR MEASUREMENTS FOR STATE ESTIMATION
OPTIMAL PLACEMENT AND UTILIZATION OF PHASOR MEASUREMENTS FOR STATE ESTIMATION Xu Bei, Yeo Jun Yoon and Ali Abur Teas A&M University College Station, Teas, U.S.A. abur@ee.tamu.edu Abstract This paper presents
More informationOBSERVER/KALMAN AND SUBSPACE IDENTIFICATION OF THE UBC BENCHMARK STRUCTURAL MODEL
OBSERVER/KALMAN AND SUBSPACE IDENTIFICATION OF THE UBC BENCHMARK STRUCTURAL MODEL Dionisio Bernal, Burcu Gunes Associate Proessor, Graduate Student Department o Civil and Environmental Engineering, 7 Snell
More informationPattern Recognition and Machine Learning
Christopher M. Bishop Pattern Recognition and Machine Learning ÖSpri inger Contents Preface Mathematical notation Contents vii xi xiii 1 Introduction 1 1.1 Example: Polynomial Curve Fitting 4 1.2 Probability
More informationReliability-based Design Optimization of Nonlinear Energy Sinks
th World Congress on Structural and Multidisciplinary Optimization 7 th - th, June, Sydney Australia Reliability-based Design Optimization of Nonlinear Energy Sinks Ethan Boroson and Samy Missoum University
More informationProducts and Convolutions of Gaussian Probability Density Functions
Tina Memo No. 003-003 Internal Report Products and Convolutions o Gaussian Probability Density Functions P.A. Bromiley Last updated / 9 / 03 Imaging Science and Biomedical Engineering Division, Medical
More informationLinear & nonlinear classifiers
Linear & nonlinear classifiers Machine Learning Hamid Beigy Sharif University of Technology Fall 1394 Hamid Beigy (Sharif University of Technology) Linear & nonlinear classifiers Fall 1394 1 / 34 Table
More information2. ETA EVALUATIONS USING WEBER FUNCTIONS. Introduction
. ETA EVALUATIONS USING WEBER FUNCTIONS Introduction So ar we have seen some o the methods or providing eta evaluations that appear in the literature and we have seen some o the interesting properties
More informationCHAPTER 1: INTRODUCTION. 1.1 Inverse Theory: What It Is and What It Does
Geosciences 567: CHAPTER (RR/GZ) CHAPTER : INTRODUCTION Inverse Theory: What It Is and What It Does Inverse theory, at least as I choose to deine it, is the ine art o estimating model parameters rom data
More informationSafety 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 informationA Mixed Efficient Global Optimization (m- EGO) Based Time-Dependent Reliability Analysis Method
A Mixed Efficient Global Optimization (m- EGO) Based Time-Dependent Reliability Analysis Method ASME 2014 IDETC/CIE 2014 Paper number: DETC2014-34281 Zhen Hu, Ph.D. Candidate Advisor: Dr. Xiaoping Du Department
More informationAPPENDIX 1 ERROR ESTIMATION
1 APPENDIX 1 ERROR ESTIMATION Measurements are always subject to some uncertainties no matter how modern and expensive equipment is used or how careully the measurements are perormed These uncertainties
More informationAnalysis Scheme in the Ensemble Kalman Filter
JUNE 1998 BURGERS ET AL. 1719 Analysis Scheme in the Ensemble Kalman Filter GERRIT BURGERS Royal Netherlands Meteorological Institute, De Bilt, the Netherlands PETER JAN VAN LEEUWEN Institute or Marine
More informationRESOLUTION MSC.362(92) (Adopted on 14 June 2013) REVISED RECOMMENDATION ON A STANDARD METHOD FOR EVALUATING CROSS-FLOODING ARRANGEMENTS
(Adopted on 4 June 203) (Adopted on 4 June 203) ANNEX 8 (Adopted on 4 June 203) MSC 92/26/Add. Annex 8, page THE MARITIME SAFETY COMMITTEE, RECALLING Article 28(b) o the Convention on the International
More information(One Dimension) Problem: for a function f(x), find x 0 such that f(x 0 ) = 0. f(x)
Solving Nonlinear Equations & Optimization One Dimension Problem: or a unction, ind 0 such that 0 = 0. 0 One Root: The Bisection Method This one s guaranteed to converge at least to a singularity, i not
More informationSupplementary material for Continuous-action planning for discounted infinite-horizon nonlinear optimal control with Lipschitz values
Supplementary material or Continuous-action planning or discounted ininite-horizon nonlinear optimal control with Lipschitz values List o main notations x, X, u, U state, state space, action, action space,
More informationThe Ascent Trajectory Optimization of Two-Stage-To-Orbit Aerospace Plane Based on Pseudospectral Method
Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 00 (014) 000 000 www.elsevier.com/locate/procedia APISAT014, 014 Asia-Paciic International Symposium on Aerospace Technology,
More informationEx x xf xdx. Ex+ a = x+ a f x dx= xf x dx+ a f xdx= xˆ. E H x H x H x f x dx ˆ ( ) ( ) ( ) μ is actually the first moment of the random ( )
Fall 03 Analysis o Eperimental Measurements B Eisenstein/rev S Errede The Epectation Value o a Random Variable: The epectation value E[ ] o a random variable is the mean value o, ie ˆ (aa μ ) For discrete
More informationAdditional exercises in Stationary Stochastic Processes
Mathematical Statistics, Centre or Mathematical Sciences Lund University Additional exercises 8 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
More informationSIO 211B, Rudnick. We start with a definition of the Fourier transform! ĝ f of a time series! ( )
SIO B, Rudnick! XVIII.Wavelets The goal o a wavelet transorm is a description o a time series that is both requency and time selective. The wavelet transorm can be contrasted with the well-known and very
More informationOn High-Rate Cryptographic Compression Functions
On High-Rate Cryptographic Compression Functions Richard Ostertág and Martin Stanek Department o Computer Science Faculty o Mathematics, Physics and Inormatics Comenius University Mlynská dolina, 842 48
More informationComputer Vision Group Prof. Daniel Cremers. 4. Gaussian Processes - Regression
Group Prof. Daniel Cremers 4. Gaussian Processes - Regression Definition (Rep.) Definition: A Gaussian process is a collection of random variables, any finite number of which have a joint Gaussian distribution.
More informationA Brief Survey on Semi-supervised Learning with Graph Regularization
000 00 002 003 004 005 006 007 008 009 00 0 02 03 04 05 06 07 08 09 020 02 022 023 024 025 026 027 028 029 030 03 032 033 034 035 036 037 038 039 040 04 042 043 044 045 046 047 048 049 050 05 052 053 A
More informationDefinition: Let f(x) be a function of one variable with continuous derivatives of all orders at a the point x 0, then the series.
2.4 Local properties o unctions o several variables In this section we will learn how to address three kinds o problems which are o great importance in the ield o applied mathematics: how to obtain the
More information1 Relative degree and local normal forms
THE ZERO DYNAMICS OF A NONLINEAR SYSTEM 1 Relative degree and local normal orms The purpose o this Section is to show how single-input single-output nonlinear systems can be locally given, by means o a
More informationMISS DISTANCE GENERALIZED VARIANCE NON-CENTRAL CHI DISTRIBUTION. Ken Chan ABSTRACT
MISS DISTANCE GENERALIZED VARIANCE NON-CENTRAL CI DISTRIBUTION en Chan E-Mail: ChanAerospace@verizon.net ABSTRACT In many current practical applications, the probability o collision is oten considered
More informationSWEEP METHOD IN ANALYSIS OPTIMAL CONTROL FOR RENDEZ-VOUS PROBLEMS
J. Appl. Math. & Computing Vol. 23(2007), No. 1-2, pp. 243-256 Website: http://jamc.net SWEEP METHOD IN ANALYSIS OPTIMAL CONTROL FOR RENDEZ-VOUS PROBLEMS MIHAI POPESCU Abstract. This paper deals with determining
More informationCOMP 408/508. Computer Vision Fall 2017 PCA for Recognition
COMP 408/508 Computer Vision Fall 07 PCA or Recognition Recall: Color Gradient by PCA v λ ( G G, ) x x x R R v, v : eigenvectors o D D with v ^v (, ) x x λ, λ : eigenvalues o D D with λ >λ v λ ( B B, )
More informationAnalysis of the regularity, pointwise completeness and pointwise generacy of descriptor linear electrical circuits
Computer Applications in Electrical Engineering Vol. 4 Analysis o the regularity pointwise completeness pointwise generacy o descriptor linear electrical circuits Tadeusz Kaczorek Białystok University
More informationThe achievable limits of operational modal analysis. * Siu-Kui Au 1)
The achievable limits o operational modal analysis * Siu-Kui Au 1) 1) Center or Engineering Dynamics and Institute or Risk and Uncertainty, University o Liverpool, Liverpool L69 3GH, United Kingdom 1)
More informationComputer Vision Group Prof. Daniel Cremers. 9. Gaussian Processes - Regression
Group Prof. Daniel Cremers 9. Gaussian Processes - Regression Repetition: Regularized Regression Before, we solved for w using the pseudoinverse. But: we can kernelize this problem as well! First step:
More informationReceived: 30 July 2017; Accepted: 29 September 2017; Published: 8 October 2017
mathematics Article Least-Squares Solution o Linear Dierential Equations Daniele Mortari ID Aerospace Engineering, Texas A&M University, College Station, TX 77843, USA; mortari@tamu.edu; Tel.: +1-979-845-734
More informationLinear & nonlinear classifiers
Linear & nonlinear classifiers Machine Learning Hamid Beigy Sharif University of Technology Fall 1396 Hamid Beigy (Sharif University of Technology) Linear & nonlinear classifiers Fall 1396 1 / 44 Table
More information10. Joint Moments and Joint Characteristic Functions
10. Joint Moments and Joint Characteristic Functions Following section 6, in this section we shall introduce various parameters to compactly represent the inormation contained in the joint p.d. o two r.vs.
More informationINPUT GROUND MOTION SELECTION FOR XIAOWAN HIGH ARCH DAM
3 th World Conerence on Earthquake Engineering Vancouver, B.C., Canada August -6, 24 Paper No. 2633 INPUT GROUND MOTION LECTION FOR XIAOWAN HIGH ARCH DAM CHEN HOUQUN, LI MIN 2, ZHANG BAIYAN 3 SUMMARY In
More informationNONLINEAR CLASSIFICATION AND REGRESSION. J. Elder CSE 4404/5327 Introduction to Machine Learning and Pattern Recognition
NONLINEAR CLASSIFICATION AND REGRESSION Nonlinear Classification and Regression: Outline 2 Multi-Layer Perceptrons The Back-Propagation Learning Algorithm Generalized Linear Models Radial Basis Function
More informationEvent-triggered Model Predictive Control with Machine Learning for Compensation of Model Uncertainties
Event-triggered Model Predictive Control with Machine Learning or Compensation o Model Uncertainties Jaehyun Yoo, Adam Molin, Matin Jaarian, Hasan Esen, Dimos V. Dimarogonas, and Karl H. Johansson Abstract
More informationSimpler Functions for Decompositions
Simpler Functions or Decompositions Bernd Steinbach Freiberg University o Mining and Technology, Institute o Computer Science, D-09596 Freiberg, Germany Abstract. This paper deals with the synthesis o
More informationBANDELET IMAGE APPROXIMATION AND COMPRESSION
BANDELET IMAGE APPOXIMATION AND COMPESSION E. LE PENNEC AND S. MALLAT Abstract. Finding eicient geometric representations o images is a central issue to improve image compression and noise removal algorithms.
More informationStructural Safety Evaluation Using Modified Latin Hypercube Sampling Technique
International Journal o Perormability Engineering Vol. 9, No. 5, eptember 203, pp. 55-522. AM Consultants Printed in India tructural aety Evaluation Using Modiied Latin Hypercube ampling Technique P. BHATTACHAJEE,
More informationComptes rendus de l Academie bulgare des Sciences, Tome 59, 4, 2006, p POSITIVE DEFINITE RANDOM MATRICES. Evelina Veleva
Comtes rendus de l Academie bulgare des ciences Tome 59 4 6 353 36 POITIVE DEFINITE RANDOM MATRICE Evelina Veleva Abstract: The aer begins with necessary and suicient conditions or ositive deiniteness
More informationReduction 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 informationReliability-Based Structural Design of Aircraft Together with Future Tests
Reliability-Based Structural Design o Aircrat Together with Future Tests Erdem Acar 1 TOBB University o Economics and Technology, Söğütözü, Ankara 06560, Turkey Raphael T. Hatka 2, Nam-Ho Kim 3 University
More informationBasic mathematics of economic models. 3. Maximization
John Riley 1 January 16 Basic mathematics o economic models 3 Maimization 31 Single variable maimization 1 3 Multi variable maimization 6 33 Concave unctions 9 34 Maimization with non-negativity constraints
More informationSupport Vector Machines
Support Vector Machines Some material on these is slides borrowed from Andrew Moore's excellent machine learning tutorials located at: http://www.cs.cmu.edu/~awm/tutorials/ Where Should We Draw the Line????
More informationOn the Development of Implicit Solvers for Time-Dependent Systems
School o something FACULTY School OF OTHER o Computing On the Development o Implicit Solvers or Time-Dependent Systems Peter Jimack School o Computing, University o Leeds In collaboration with: P.H. Gaskell,
More informationRoot Finding and Optimization
Root Finding and Optimization Ramses van Zon SciNet, University o Toronto Scientiic Computing Lecture 11 February 11, 2014 Root Finding It is not uncommon in scientiic computing to want solve an equation
More informationMultivariate Distribution Models
Multivariate Distribution Models Model Description While the probability distribution for an individual random variable is called marginal, the probability distribution for multiple random variables is
More informationThe Deutsch-Jozsa Problem: De-quantization and entanglement
The Deutsch-Jozsa Problem: De-quantization and entanglement Alastair A. Abbott Department o Computer Science University o Auckland, New Zealand May 31, 009 Abstract The Deustch-Jozsa problem is one o the
More informationS. Srinivasan, Technip Offshore, Inc., Houston, TX
9 th ASCE Specialty Conerence on Probabilistic Mechanics and Structural Reliability PROBABILISTIC FAILURE PREDICTION OF FILAMENT-WOUND GLASS-FIBER Abstract REINFORCED COMPOSITE TUBES UNDER BIAXIAL LOADING
More informationRobust Residual Selection for Fault Detection
Robust Residual Selection or Fault Detection Hamed Khorasgani*, Daniel E Jung**, Gautam Biswas*, Erik Frisk**, and Mattias Krysander** Abstract A number o residual generation methods have been developed
More informationDynamic System Identification using HDMR-Bayesian Technique
Dynamic System Identification using HDMR-Bayesian Technique *Shereena O A 1) and Dr. B N Rao 2) 1), 2) Department of Civil Engineering, IIT Madras, Chennai 600036, Tamil Nadu, India 1) ce14d020@smail.iitm.ac.in
More informationBiplots in Practice MICHAEL GREENACRE. Professor of Statistics at the Pompeu Fabra University. Chapter 6 Offprint
Biplots in Practice MICHAEL GREENACRE Proessor o Statistics at the Pompeu Fabra University Chapter 6 Oprint Principal Component Analysis Biplots First published: September 010 ISBN: 978-84-93846-8-6 Supporting
More informationEstimation of Sample Reactivity Worth with Differential Operator Sampling Method
Progress in NUCLEAR SCIENCE and TECHNOLOGY, Vol. 2, pp.842-850 (2011) ARTICLE Estimation o Sample Reactivity Worth with Dierential Operator Sampling Method Yasunobu NAGAYA and Takamasa MORI Japan Atomic
More informationAnalysis of aircraft trajectory uncertainty using Ensemble Weather Forecasts
DOI: 10.13009/EUCASS017-59 7 TH EUROPEAN CONERENCE OR AERONAUTICS AND SPACE SCIENCES (EUCASS Analysis o aircrat traectory uncertainty using Ensemble Weather orecasts Damián Rivas, Antonio ranco, and Alonso
More informationPattern Recognition and Machine Learning. Perceptrons and Support Vector machines
Pattern Recognition and Machine Learning James L. Crowley ENSIMAG 3 - MMIS Fall Semester 2016 Lessons 6 10 Jan 2017 Outline Perceptrons and Support Vector machines Notation... 2 Perceptrons... 3 History...3
More informationarxiv:quant-ph/ v2 12 Jan 2006
Quantum Inormation and Computation, Vol., No. (25) c Rinton Press A low-map model or analyzing pseudothresholds in ault-tolerant quantum computing arxiv:quant-ph/58176v2 12 Jan 26 Krysta M. Svore Columbia
More informationMathematical Notation Math Calculus & Analytic Geometry III
Mathematical Notation Math 221 - alculus & Analytic Geometry III Use Word or WordPerect to recreate the ollowing documents. Each article is worth 10 points and should be emailed to the instructor at james@richland.edu.
More informationUsing ABAQUS for reliability analysis by directional simulation
Visit the SIMULIA Resource Center or more customer examples. Using ABAQUS or reliability analysis by directional simulation I. R. Iversen and R. C. Bell Prospect, www.prospect-s.com Abstract: Monte Carlo
More informationLecture 10: A brief introduction to Support Vector Machine
Lecture 10: A brief introduction to Support Vector Machine Advanced Applied Multivariate Analysis STAT 2221, Fall 2013 Sungkyu Jung Department of Statistics, University of Pittsburgh Xingye Qiao Department
More informationUse of Simulation in Structural Reliability
Structures 008: Crossing Borders 008 ASCE Use of Simulation in Structural Reliability Author: abio Biondini, Department of Structural Engineering, Politecnico di Milano, P.za L. Da Vinci 3, 033 Milan,
More informationEstimation and detection of a periodic signal
Estimation and detection o a periodic signal Daniel Aronsson, Erik Björnemo, Mathias Johansson Signals and Systems Group, Uppsala University, Sweden, e-mail: Daniel.Aronsson,Erik.Bjornemo,Mathias.Johansson}@Angstrom.uu.se
More informationReliability-based design optimization of problems with correlated input variables using a Gaussian Copula
Struct Multidisc Optim DOI 0.007/s0058-008-077-9 RESEARCH PAPER Reliability-based design optimization of problems with correlated input variables using a Gaussian Copula Yoojeong Noh K. K. Choi Liu Du
More informationSupplement To: Search for Tensor, Vector, and Scalar Polarizations in the Stochastic Gravitational-Wave Background
Supplement To: Search or Tensor, Vector, and Scalar Polarizations in the Stochastic GravitationalWave Background B. P. Abbott et al. (LIGO Scientiic Collaboration & Virgo Collaboration) This documents
More informationPRECISION ZEM/ZEV FEEDBACK GUIDANCE ALGORITHM UTILIZING VINTI S ANALYTIC SOLUTION OF PERTURBED KEPLER PROBLEM
AAS 16-345 PRECISION ZEM/ZEV FEEDBACK GUIDANCE ALGORITHM UTILIZING VINTI S ANALYTIC SOLUTION OF PERTURBED KEPLER PROBLEM Jaemyung Ahn, * Yanning Guo, and Bong Wie A new implementation o a zero-eort-miss/zero-eort-velocity
More informationAH 2700A. Attenuator Pair Ratio for C vs Frequency. Option-E 50 Hz-20 khz Ultra-precision Capacitance/Loss Bridge
0 E ttenuator Pair Ratio or vs requency NEEN-ERLN 700 Option-E 0-0 k Ultra-precision apacitance/loss ridge ttenuator Ratio Pair Uncertainty o in ppm or ll Usable Pairs o Taps 0 0 0. 0. 0. 07/08/0 E E E
More informationObjectives. By the time the student is finished with this section of the workbook, he/she should be able
FUNCTIONS Quadratic Functions......8 Absolute Value Functions.....48 Translations o Functions..57 Radical Functions...61 Eponential Functions...7 Logarithmic Functions......8 Cubic Functions......91 Piece-Wise
More informationCurve Sketching. The process of curve sketching can be performed in the following steps:
Curve Sketching So ar you have learned how to ind st and nd derivatives o unctions and use these derivatives to determine where a unction is:. Increasing/decreasing. Relative extrema 3. Concavity 4. Points
More informationMachine Learning Support Vector Machines. Prof. Matteo Matteucci
Machine Learning Support Vector Machines Prof. Matteo Matteucci Discriminative vs. Generative Approaches 2 o Generative approach: we derived the classifier from some generative hypothesis about the way
More informationPhysics 5153 Classical Mechanics. Solution by Quadrature-1
October 14, 003 11:47:49 1 Introduction Physics 5153 Classical Mechanics Solution by Quadrature In the previous lectures, we have reduced the number o eective degrees o reedom that are needed to solve
More informationNumerical Methods - Lecture 2. Numerical Methods. Lecture 2. Analysis of errors in numerical methods
Numerical Methods - Lecture 1 Numerical Methods Lecture. Analysis o errors in numerical methods Numerical Methods - Lecture Why represent numbers in loating point ormat? Eample 1. How a number 56.78 can
More informationMODULE 6 LECTURE NOTES 1 REVIEW OF PROBABILITY THEORY. Most water resources decision problems face the risk of uncertainty mainly because of the
MODULE 6 LECTURE NOTES REVIEW OF PROBABILITY THEORY INTRODUCTION Most water resources decision problems ace the risk o uncertainty mainly because o the randomness o the variables that inluence the perormance
More informationMixed Signal IC Design Notes set 6: Mathematics of Electrical Noise
ECE45C /8C notes, M. odwell, copyrighted 007 Mied Signal IC Design Notes set 6: Mathematics o Electrical Noise Mark odwell University o Caliornia, Santa Barbara rodwell@ece.ucsb.edu 805-893-344, 805-893-36
More information8. INTRODUCTION TO STATISTICAL THERMODYNAMICS
n * D n d Fluid z z z FIGURE 8-1. A SYSTEM IS IN EQUILIBRIUM EVEN IF THERE ARE VARIATIONS IN THE NUMBER OF MOLECULES IN A SMALL VOLUME, SO LONG AS THE PROPERTIES ARE UNIFORM ON A MACROSCOPIC SCALE 8. INTRODUCTION
More informationLectures. Variance-based sensitivity analysis in the presence of correlated input variables. Thomas Most. Source:
Lectures Variance-based sensitivity analysis in the presence of correlated input variables Thomas Most Source: www.dynardo.de/en/library Variance-based sensitivity analysis in the presence of correlated
More information0,0 B 5,0 C 0, 4 3,5. y x. Recitation Worksheet 1A. 1. Plot these points in the xy plane: A
Math 13 Recitation Worksheet 1A 1 Plot these points in the y plane: A 0,0 B 5,0 C 0, 4 D 3,5 Without using a calculator, sketch a graph o each o these in the y plane: A y B 3 Consider the unction a Evaluate
More information