Seismic reliability analysis of buried segmented pipelines based on active learning Kriging model

被引:0
|
作者
Li N. [1 ]
Hou B. [1 ]
Du X. [1 ]
Zhong Z. [1 ]
Han J. [1 ]
机构
[1] Key Lab of Urban Security and Disaster Engineering (Beijing University of Technology), Ministry of Education, Beijing
关键词
Buried pipeline; Kriging model; Monte Carlo simulation; Seismic reliability; Surrogate model;
D O I
10.11918/202011023
中图分类号
学科分类号
摘要
In order to improve the calculation efficiency for seismic reliability of cast iron pipelines with bell-and-spigot joints, a Monte Carlo simulation method based on active learning Kriging model (AK-MCS) was proposed to calculate the seismic reliability of buried pipelines. A seismic response analysis model for buried pipeline system was established, in which the beam element was adopted to simulate the pipeline structure, and soil spring and joint spring were used to simulate the pipe-soil interaction and the constraint of adjacent pipe segments respectively. Considering the randomness of critical parameters such as the allowable displacement of pipeline joints, the depth of the pipeline, the unit weight, and the friction angle of the surrounding soil, based on the safety criteria of the allowable relative joint displacement, the active learning Kriging method was used to establish a surrogate model between the relative displacement of the pipeline joint and the random parameters. The safety margin of the pipeline joint was subsequently obtained through the validated surrogate model. Numerical results show that the relative difference of the pipeline failure probability between AK-MCS method and standard MCS method was less than 5%, and the computational time of the AK-MCS method was only about 2% of the standard MCS method. Therefore, the proposed AK-MCS method is an efficient alternative to evaluate the seismic reliability of buried pipelines. © 2021, Editorial Board of Journal of Harbin Institute of Technology. All right reserved.
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页码:112 / 121
页数:9
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