TY - GEN
T1 - Enhanced Dimension-Reduction (eDR) method for sensitivity-free uncertainty quantification
AU - Youn, Byeng D.
AU - Xi, Zhimin
AU - Wells, Lee J.
AU - Wang, Pingfeng
N1 - Funding Information:
The work done at SUNY-Buffalo was supported by the National Science Foundation under grant no. ECS-8707111 and by SDI/IST managed by the Office of Naval Research under contract no. N001486K0622. The authors wish to thank Peter Bush at SUNY-Buffalo for the EDAX measurements.
PY - 2006
Y1 - 2006
N2 - In this paper, the enhanced Dimension Reduction (eDR) method is proposed for uncertainty quantification that is an improved verskn of the DR method. It has been acknowledged that the DR method is accurate and efficient for assessing statistical mo ments of mildly nonlinear system responses. However, the recent investigation on the DR method has found difficulties of instability and inaccuracy for large-scale nonlinear systems, while maintaining reasonable efficiency. The eDR method is composed of four new technical elements: one-dimensional response approximation, Axial-Design of Experiment (A-DOE), numerical integration scheme, and a modified Pearson system. First, the Stepwise Moving Least Squares method is employed to accurately approximate the responses. Second, 2N+1 and 4N+1 A-DOEs are proposed to maintain high accuracy of the eDR method for UQ analysis. Third in aid of approximated responses, any numerical integration scheme can be used with accurate but free response values at any set of integration points. Fourth, a modified Pearson system will be proposed to avcid its singular behavior while precisely predicting reliability and quality of engineering systems. Results for some engineering examples indicate that the eD R method is better than any other probability analysismethods in estimating statistical moments, reliability, and quality of the systems.
AB - In this paper, the enhanced Dimension Reduction (eDR) method is proposed for uncertainty quantification that is an improved verskn of the DR method. It has been acknowledged that the DR method is accurate and efficient for assessing statistical mo ments of mildly nonlinear system responses. However, the recent investigation on the DR method has found difficulties of instability and inaccuracy for large-scale nonlinear systems, while maintaining reasonable efficiency. The eDR method is composed of four new technical elements: one-dimensional response approximation, Axial-Design of Experiment (A-DOE), numerical integration scheme, and a modified Pearson system. First, the Stepwise Moving Least Squares method is employed to accurately approximate the responses. Second, 2N+1 and 4N+1 A-DOEs are proposed to maintain high accuracy of the eDR method for UQ analysis. Third in aid of approximated responses, any numerical integration scheme can be used with accurate but free response values at any set of integration points. Fourth, a modified Pearson system will be proposed to avcid its singular behavior while precisely predicting reliability and quality of engineering systems. Results for some engineering examples indicate that the eD R method is better than any other probability analysismethods in estimating statistical moments, reliability, and quality of the systems.
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M3 - Conference contribution
AN - SCOPUS:33846531867
SN - 1563478234
SN - 9781563478239
T3 - Collection of Technical Papers - 11th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference
SP - 849
EP - 864
BT - Collection of Technical Papers - 11th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference
T2 - 11th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference
Y2 - 6 September 2006 through 8 September 2006
ER -