Technical Papers
Feb 23, 2024

Reliability Updating Method with Copula-Based Weighted Low-Discrepancy Samplings

Publication: Journal of Engineering Mechanics
Volume 150, Issue 5

Abstract

This study proposes an efficient reliability updating method to quickly estimate the low-level failure probability, Pf, in structural/geotechnical systems, along with the identification of the most probable failure point (MPP). In this method, Sobol’s quasirandom low-discrepancy sequences (LDS) are employed to generate the random samples, and the system reliability updating is conducted based on a weighted low-discrepancy samplings (WLDS) technique. In particular, the updated MPP can be directly captured in x-space according to the probabilistic weighting strategy. Coupled with the copula theory, the implementation framework of the proposed reliability updating method incorporating correlated random variables is thoroughly elaborated. The primary superiority of the proposed reliability updating method with the WLDS technique lies in that the repeated evaluation of costly performance functions is avoided during the updating process. Two illustrative examples show that 2,000 to 20,000 samples are sufficient for estimating and/or updating the probabilistic results of low-level failure probability, Pf, and associated MPP. The proposed method is particularly useful for conducting reliability updating of computationally costly engineering systems in conditions of changing uncertainties such as soil properties, model parameters, and applied structural loadings.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work is financially supported by the National Natural Science Foundation of China (NSFC Grant Nos. U22A20594 and 52079045).

References

Ang, A. H.-S., and W. H. Tang. 1984. Vol. 2 of Probability concepts in engineering planning and design: Decision, risk, and reliability. New York: Wiley.
Au, S. K., and J. L. Beck. 2001. “Estimation of small failure probabilities in high dimensions by subset simulation.” Probab. Eng. Mech. 16 (4): 263–277. https://doi.org/10.1016/S0266-8920(01)00019-4.
Au, S. K., and J. L. Beck. 2003. “Subset simulation and its application to seismic risk based on dynamic analysis.” J. Eng. Mech. 129 (8): 901–917. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:8(901).
Beck, J. L., and S.-K. Au. 2002. “Bayesian updating of structural models and reliability using Markov chain Monte Carlo simulation.” J. Eng. Mech. 128 (4): 380–391. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:4(380).
Betz, W., I. Papaioannou, J. L. Beck, and D. Straub. 2018. “Bayesian inference with subset simulation: Strategies and improvements.” Comput. Methods Appl. Mech. Eng. 331 (Mar): 72–93. https://doi.org/10.1016/j.cma.2017.11.021.
Cao, Z., Y. Wang, and D. Li. 2016. “Quantification of prior knowledge in geotechnical site characterization.” Eng. Geol. 203 (Mar): 107–116. https://doi.org/10.1016/j.enggeo.2015.08.018.
Cao, Z.-J., X. Peng, D.-Q. Li, and X.-S. Tang. 2019. “Full probabilistic geotechnical design under various design scenarios using direct Monte Carlo simulation and sample reweighting.” Eng. Geol. 248 (Mar): 207–219. https://doi.org/10.1016/j.enggeo.2018.11.017.
Cherubini, U., E. Luciano, and W. Vecchiato. 2004. Copula methods in finance. New York: Wiley.
Ching, J., and S.-S. Leu. 2009. “Bayesian updating of reliability of civil infrastructure facilities based on condition-state data and fault-tree model.” Reliab. Eng. Syst. Saf. 94 (12): 1962–1974. https://doi.org/10.1016/j.ress.2009.07.002.
Ching, J., K.-K. Phoon, and Y.-G. Hu. 2009. “Efficient evaluation of reliability for slopes with circular slip surfaces using importance sampling.” J. Geotech. Geoenviron. Eng. 135 (6): 768–777. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000035.
Dai, H., and W. Wang. 2009. “Application of low-discrepancy sampling method in structural reliability analysis.” Struct. Saf. 31 (1): 55–64. https://doi.org/10.1016/j.strusafe.2008.03.001.
DiCiccio, T. J., and B. Efron. 1996. “Bootstrap confidence intervals.” Stat. Sci. 11 (3): 189–228. https://doi.org/10.1214/ss/1032280214.
Gao, G.-H., D.-Q. Li, Z.-J. Cao, Y. Wang, and L. Zhang. 2019. “Full probabilistic design of earth retaining structures using generalized subset simulation.” Comput. Geotech. 112 (Mar): 159–172. https://doi.org/10.1016/j.compgeo.2019.04.020.
Ghosh, S. 2010. “Modelling bivariate rainfall distribution and generating bivariate correlated rainfall data in neighbouring meteorological subdivisions using copula.” Hydrol. Processes 24 (24): 3558–3567. https://doi.org/10.1002/hyp.7785.
Goswami, S., S. Ghosh, and S. Chakraborty. 2016. “Reliability analysis of structures by iterative improved response surface method.” Struct. Saf. 60 (May): 56–66. https://doi.org/10.1016/j.strusafe.2016.02.002.
Hasofer, A. M., and N. C. Lind. 1974. “Exact and invariant second-moment code format.” J. Eng. Mech. Div. 100 (1): 111–121. https://doi.org/10.1061/JMCEA3.0001848.
Hu, Y., J. Ji, Z. Sun, and D. Dias. 2023. “First order reliability-based design optimization of 3D pile-reinforced slopes with Pareto optimality.” Comput. Geotech. 162 (Oct): 105635. https://doi.org/10.1016/j.compgeo.2023.105635.
Ji, J., and B. K. Low. 2012. “Stratified response surfaces for system probabilistic evaluation of slopes.” J. Geotech. Geoenviron. Eng. 138 (11): 1398–1406. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000711.
Ji, J., and L.-P. Wang. 2022. “Efficient geotechnical reliability analysis using weighted uniform simulation method involving correlated nonnormal random variables.” J. Eng. Mech. 148 (6): 06022001. https://doi.org/10.1061/(ASCE)EM.1943-7889.0002101.
Keshtegar, B., and Z. Meng. 2017. “A hybrid relaxed first-order reliability method for efficient structural reliability analysis.” Struct. Saf. 66 (May): 84–93. https://doi.org/10.1016/j.strusafe.2017.02.005.
Lebrun, R., and A. Dutfoy. 2009. “An innovating analysis of the Nataf transformation from the copula viewpoint.” Probab. Eng. Mech. 24 (3): 312–320. https://doi.org/10.1016/j.probengmech.2008.08.001.
Li, D.-Q., X.-S. Tang, C.-B. Zhou, and K.-K. Phoon. 2015a. “Characterization of uncertainty in probabilistic model using bootstrap method and its application to reliability of piles.” Appl. Math. Modell. 39 (17): 5310–5326. https://doi.org/10.1016/j.apm.2015.03.027.
Li, D.-Q., F.-P. Zhang, Z.-J. Cao, W. Zhou, K.-K. Phoon, and C.-B. Zhou. 2015b. “Efficient reliability updating of slope stability by reweighting failure samples generated by Monte Carlo simulation.” Comput. Geotech. 69 (Sep): 588–600. https://doi.org/10.1016/j.compgeo.2015.06.017.
Liu, P.-L., and A. Der Kiureghian. 1986. “Multivariate distribution models with prescribed marginals and covariances.” Probab. Eng. Mech. 1 (2): 105–112. https://doi.org/10.1016/0266-8920(86)90033-0.
Low, B. K., and W. H. Tang. 2007. “Efficient spreadsheet algorithm for first-order reliability method.” J. Eng. Mech. 133 (12): 1378–1387. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:12(1378).
Lu, Z., S. Song, Z. Yue, and J. Wang. 2008. “Reliability sensitivity method by line sampling.” Struct. Saf. 30 (6): 517–532. https://doi.org/10.1016/j.strusafe.2007.10.001.
Phoon, K.-K., Z.-J. Cao, J. Ji, Y. F. Leung, S. Najjar, T. Shuku, C. Tang, Z.-Y. Yin, Y. Ikumasa, and J. Ching. 2022. “Geotechnical uncertainty, modeling, and decision making.” Soils Found. 62 (5): 101189. https://doi.org/10.1016/j.sandf.2022.101189.
Rashki, M., M. Miri, and M. A. Moghaddam. 2014. “A simulation-based method for reliability based design optimization problems with highly nonlinear constraints.” Autom. Constr. 47 (Nov): 24–36. https://doi.org/10.1016/j.autcon.2014.07.004.
Roy, A., S. Chakraborty, and S. Adhikari. 2023. “Reliability analysis of structures by active learning enhanced sparse Bayesian regression.” J. Eng. Mech. 149 (5): 04023024. https://doi.org/10.1061/JENMDT.EMENG-6964.
Sklar, M. 1959. “Fonctions de repartition an dimensions et leurs marges.” Publ. Inst. Stat. Univ. Paris 8 (3): 229–231.
Straub, D., and I. Papaioannou. 2015. “Bayesian updating with structural reliability methods.” J. Eng. Mech. 141 (3): 04014134. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000839.
Tang, X.-S., D.-Q. Li, G. Rong, K.-K. Phoon, and C.-B. Zhou. 2013. “Impact of copula selection on geotechnical reliability under incomplete probability information.” Comput. Geotech. 49 (Apr): 264–278. https://doi.org/10.1016/j.compgeo.2012.12.002.
Tang, X.-S., D.-Q. Li, C.-B. Zhou, and K.-K. Phoon. 2015. “Copula-based approaches for evaluating slope reliability under incomplete probability information.” Struct. Saf. 52 (Jan): 90–99. https://doi.org/10.1016/j.strusafe.2014.09.007.
Tang, X.-S., M.-X. Wang, and D.-Q. Li. 2020. “Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis.” Comput. Geotech. 127 (Nov): 103784. https://doi.org/10.1016/j.compgeo.2020.103784.
Wang, F., and H. Li. 2018. “Distribution modeling for reliability analysis: Impact of multiple dependences and probability model selection.” Appl. Math. Modell. 59 (Jul): 483–499. https://doi.org/10.1016/j.apm.2018.01.035.
Wang, L.-P., T. Wang, Y. Hu, W. Liao, and J. Ji. 2023a. “Reliability analysis of pile stabilized earth slopes using weighted uniform simulation method.” Comput. Geotech. 162 (Oct): 105623. https://doi.org/10.1016/j.compgeo.2023.105623.
Wang, T., J. Ji, G. Fu, and Q. Lü. 2023b. “Weighted low-discrepancy samplings: A novel method for slope system reliability analysis.” Comput. Geotech. 160 (Aug): 105530. https://doi.org/10.1016/j.compgeo.2023.105530.
Wang, Y. 2012. “Uncertain parameter sensitivity in Monte Carlo Simulation by sample reassembling.” Comput. Geotech. 46 (Nov): 39–47. https://doi.org/10.1016/j.compgeo.2012.05.014.
Zhao, H., Z. Yue, Y. Liu, Z. Gao, and Y. Zhang. 2015. “An efficient reliability method combining adaptive importance sampling and Kriging metamodel.” Appl. Math. Modell. 39 (7): 1853–1866. https://doi.org/10.1016/j.apm.2014.10.015.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 150Issue 5May 2024

History

Received: Aug 24, 2023
Accepted: Nov 28, 2023
Published online: Feb 23, 2024
Published in print: May 1, 2024
Discussion open until: Jul 23, 2024

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Authors

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Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: https://orcid.org/0000-0002-7616-2685. Email: [email protected]
Tao Wang, S.M.ASCE [email protected]
Ph.D. Candidate, School of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]

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