LI Na, HOU Benwei, DU Xiuli, et al. Seismic reliability analysis of buried segmented pipelines based on active learning Kriging model[J]. 2021, 53(10): 112-121.
DOI:
LI Na, HOU Benwei, DU Xiuli, et al. Seismic reliability analysis of buried segmented pipelines based on active learning Kriging model[J]. 2021, 53(10): 112-121.DOI: 10.11918/202011023.
Seismic reliability analysis of buried segmented pipelines based on active learning Kriging model
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.