A logistic-Lasso-regression-based seismic fragility analysis method for electrical equipment considering structural and seismic parameter uncertainty

被引:0
作者
Cui, Jiawei [1 ,2 ]
Che, Ailan [1 ]
Li, Sheng [3 ,4 ]
Cheng, Yongfeng [4 ]
机构
[1] Harbin Inst Technol, Sch Civil Engn, Key Lab Struct Dynam Behav & Control, Minist Educ, Harbin 150094, Peoples R China
[2] Shanghai Jiao Tong Univ, Sch Ocean & Civil Engn, Shanghai 200240, Peoples R China
[3] Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Beijing 100083, Peoples R China
[4] China Elect Power Res Inst, Beijing 100055, Peoples R China
基金
国家重点研发计划;
关键词
seismic fragility; uncertainty; logistic lasso regression; +/- 1000 kV main transformer; sensitivity analysis; INTENSITY MEASURE; CONCRETE FRAMES; VULNERABILITY; RELIABILITY; CAPACITY; NETWORKS;
D O I
10.1007/s11803-025-2300-1
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Damage to electrical equipment in an earthquake can lead to power outage of power systems. Seismic fragility analysis is a common method to assess the seismic reliability of electrical equipment. To further guarantee the efficiency of analysis, multi-source uncertainties including the structure itself and seismic excitation need to be considered. A method for seismic fragility analysis that reflects structural and seismic parameter uncertainty was developed in this study. The proposed method used a random sampling method based on Latin hypercube sampling (LHS) to account for the structure parameter uncertainty and the group structure characteristics of electrical equipment. Then, logistic Lasso regression (LLR) was used to find the seismic fragility surface based on double ground motion intensity measures (IM). The seismic fragility based on the finite element model of an +/- 1000 kV main transformer (UHVMT) was analyzed using the proposed method. The results show that the seismic fragility function obtained by this method can be used to construct the relationship between the uncertainty parameters and the failure probability. The seismic fragility surface did not only provide the probabilities of seismic damage states under different IMs, but also had better stability than the fragility curve. Furthermore, the sensitivity analysis of the structural parameters revealed that the elastic module of the bushing and the height of the high-voltage bushing may have a greater influence.
引用
收藏
页码:169 / 186
页数:18
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