High dimensional structural reliability with dimension reduction. (November 2017)
- Record Type:
- Journal Article
- Title:
- High dimensional structural reliability with dimension reduction. (November 2017)
- Main Title:
- High dimensional structural reliability with dimension reduction
- Authors:
- Jiang, Zhongming
Li, Jie - Abstract:
- Highlights: ASK method is a reliability method based on Dimension Reduction technology and PDEM. A supervised dimension reduction technology for exploiting latent low dimensional subspace is employed with GF-discrepancy points. Numerical examples involving up to 20 random variables are reduced to one dimensional problem with fair efficiency and precision. Abstract: For the uncertainty quantification in structural dynamics, random simulate methods such as Monte Carlo Simulation, Probability Density Evolution Method (Le and Chen, 2009) and metamodel method (Hastie et al., 2005)[2] are extensively used because of their usability and universality. Unfortunately, the required computational resource for structural stochastic analysis is still a burdensome task especially structures are involved in nonlinearity and high dimensional uncertainty. The so called "curse of dimension" problem means the cost of performing a reliable reliability analysis increases exponentially with the dimension. In present paper, a supervised dimension reduction methodology named Active Subspace Method (Constantine, 2015) is introduced to deal with the high dimension problem of structural reliability. GF-discrepancy based point set is employed to exploit the hidden low-dimensional structure in the mapping from input to the quantity of interest (QOI), a kriging metamodel (Kaymaz, 2005) with higher accuracy and efficiency can be constructed on the low-dimensional subspace. Further, the extreme-valueHighlights: ASK method is a reliability method based on Dimension Reduction technology and PDEM. A supervised dimension reduction technology for exploiting latent low dimensional subspace is employed with GF-discrepancy points. Numerical examples involving up to 20 random variables are reduced to one dimensional problem with fair efficiency and precision. Abstract: For the uncertainty quantification in structural dynamics, random simulate methods such as Monte Carlo Simulation, Probability Density Evolution Method (Le and Chen, 2009) and metamodel method (Hastie et al., 2005)[2] are extensively used because of their usability and universality. Unfortunately, the required computational resource for structural stochastic analysis is still a burdensome task especially structures are involved in nonlinearity and high dimensional uncertainty. The so called "curse of dimension" problem means the cost of performing a reliable reliability analysis increases exponentially with the dimension. In present paper, a supervised dimension reduction methodology named Active Subspace Method (Constantine, 2015) is introduced to deal with the high dimension problem of structural reliability. GF-discrepancy based point set is employed to exploit the hidden low-dimensional structure in the mapping from input to the quantity of interest (QOI), a kriging metamodel (Kaymaz, 2005) with higher accuracy and efficiency can be constructed on the low-dimensional subspace. Further, the extreme-value reliability of structure is calculated effectively by incorporating into probability density evolution method based extreme-value system reliability (Li et al., 2007). The proposed approach is then applied to a theoretical four branches system with two-dimensional random variable and a 6-DOF Bouc-Wen nonlinear numerical model with 20-dimension random variable. The results show that the Active Subspace Kriging (ASK) method significantly improved the result of extreme-value reliability analysis for stochastic nonlinear structures, in which high dimensional randomness problem is involved. … (more)
- Is Part Of:
- Structural safety. Volume 69(2017)
- Journal:
- Structural safety
- Issue:
- Volume 69(2017)
- Issue Display:
- Volume 69, Issue 2017 (2017)
- Year:
- 2017
- Volume:
- 69
- Issue:
- 2017
- Issue Sort Value:
- 2017-0069-2017-0000
- Page Start:
- 35
- Page End:
- 46
- Publication Date:
- 2017-11
- Subjects:
- Uncertainty quantification -- Active subspace -- Kriging metamodel -- Probability density evolution method -- Bouc-Wen
Structural stability -- Periodicals
Safety factor in engineering -- Periodicals
Reliability (Engineering) -- Periodicals
Constructions -- Stabilité -- Périodiques
Coefficient de sécurité en ingénierie -- Périodiques
Fiabilité -- Périodiques
620.86 - Journal URLs:
- http://www.sciencedirect.com/science/journal/01674730 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.strusafe.2017.07.007 ↗
- Languages:
- English
- ISSNs:
- 0167-4730
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 8478.550000
British Library DSC - BLDSS-3PM
British Library STI - ELD Digital store - Ingest File:
- 4742.xml