Technical Papers
Feb 28, 2022

High-Dimensional Reliability Analysis with Error-Guided Active-Learning Probabilistic Support Vector Machine: Application to Wind-Reliability Analysis of Transmission Towers

Publication: Journal of Structural Engineering
Volume 148, Issue 5

Abstract

Adaptive reliability analysis methods based on surrogate models, especially kriging, have been successfully implemented in many problems. However, the application of kriging is limited to low-dimensional problems with noncategorical performance data. Support vector machine (SVM), by contrast, addresses these limitations, but its application in reliability analysis faces several challenges with regard to robustness, accuracy, and efficiency. This study proposed a new adaptive approach based on probabilistic support vector machine for reliability analysis (PSVM-RA). Different from existing methods that only select training points in the margin of the SVM, the proposed method adopts a new learning function that considers the wrong classification probability for each realization and maximizes the potential for new information offered by a candidate sample for the training set. Moreover, the upper bound of the error that is introduced by the SVM in estimating the failure probability is derived based on a Poisson binomial distribution model considering the likelihood of wrong classification for all the points in the margin of the SVM. This upper bound of error was used in the proposed framework as a stopping criterion to guarantee the desired accuracy. Three numerical examples and an engineering application regarding the wind-reliability analysis of transmission towers were investigated to demonstrate the performance of the proposed method. It was demonstrated that PSVM-RA can provide robust estimates of failure probability when other state-of-the-art methods fail. Moreover, it offers a balance between efficiency and accuracy.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was partly funded by the US National Science Foundation (NSF) through Grant No. CMMI-2000156; the Lichtenstein endowment at The Ohio State University; and the China Scholarship Council. The opinions and findings presented are those of the authors and do not necessarily reflect the views of the sponsors. In addition, the help from Dr. Yousef M. Darestani, Mr. Ashkan B. Jeddi, and Mr. Chi Zhang on the finite-element models of the transmission tower is greatly appreciated.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 5May 2022

History

Received: Oct 4, 2021
Accepted: Jan 6, 2022
Published online: Feb 28, 2022
Published in print: May 1, 2022
Discussion open until: Jul 28, 2022

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Chaolin Song [email protected]
Visiting Scholar, Risk Assessment and Management of Structural and Infrastructure Systems (RAMSIS) Laboratory, Dept. of Civil, Environmental, and Geodetic Engineering, The Ohio State Univ., Columbus, OH 43210; Ph.D. Candidate, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Lichtenstein Associate Professor, Risk Assessment and Management of Structural and Infrastructure Systems (RAMSIS) Laboratory, Dept. of Civil, Environmental, and Geodetic Engineering, The Ohio State Univ., Columbus, OH 43210 (corresponding author). ORCID: https://orcid.org/0000-0001-6768-8522. Email: [email protected]
Rucheng Xiao [email protected]
Professor, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]

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