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An efficient structural reliability analysis method with active learning Kriging-assisted robust adaptive importance sampling

delete2023-06-01
delete9
PRE
AI
C
Chaolin Song
肖汝诚 (Rucheng Xiao)
B
Bin Sun *
C
Chi Zhang
Z
Zeyu Wang
DOI:10.1016/j.istruc.2023.03.169delete
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摘要

摘要

En 中文
Due to deterioration effects and a variety of manmade or natural hazards, structures and infrastructure systems can face serious challenges for the functionality and safety during the service life. Thus, it is crucial to accurately assess the structural reliability and perform reasonable management actions. Simulation methods can yield more accurate reliability analysis results compared with approximation methods. However, as structures and infrastructure systems become complex, evaluating the engineering models can be very time-consuming. To address the gap, this paper proposes an active learning Kriging-assisted method for efficient structural reliability analysis. The proposed method consists of two stages. In the first stage, Kriging-based random walk, i.e., MCMC, is performed to explore the failure domain. Then, in the second stage, a Gaussian mixture distribution is established as the quasi-optimal sampling distribution for importance sampling. With the active learning framework that enlarges the training database in the MCMC and importance sampling process, the proposed method can achieve robust exploration of the whole failure domain, and also accurate failure probability estimates. Two classical numerical examples first validate the performance and advantages of the proposed method for handling problems with multiple failure domains and rare events. Then, a real-world application demonstrates the feasibility of applying the proposed method for quantitatively assessing the failure risk for prestressed-concrete continuous rigid-frame bridges during the service life.
Keyword:
Reliability analysis
Importance sampling
Active learning Kriging
Prestressed Concrete Bridges
Rare Events

期刊

Structures 封面图
Structures
IF:
4.3
论文数:
1.2W
被引数:
2.7W

机构

T
tsinghua university
学者数:
11.9W
论文数: 10.0W
被引数: 137
C
China University of Geosciences
学者数:
3.7W
论文数: 2.8W
被引数: 4.3W
T
tongji university
学者数:
7.8W
论文数: 6.0W
被引数: 98
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引用论文

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Fatigue life prediction for prestressed concrete beams under corrosion deterioration process
err2022-09-01
err19
PREAI
errSu, Xiaochao; Ma, Yafei; Wang, Lei; Guo, Zhongzhao; Zhang, Jianren
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