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
相关论文
共 55 条
[41]  
State Grid Corporation of China, 2017, General Design of Power Transmission and Transformation Project of State Grid
[42]   Comparison of methodologies for seismic fragility analysis of unreinforced masonry buildings considering epistemic uncertainty [J].
Su, Liang ;
Li, Xi-long ;
Jiang, Yi-pang .
ENGINEERING STRUCTURES, 2020, 205
[43]  
Sun XH., 2020, High Voltage Engineering, V40, P7773
[44]   Seismic fragility of RC shear walls in nuclear power plant part 2: Influence of uncertainty in material parameters on fragility of concrete shear walls [J].
Syed, Sammiuddin ;
Gupta, Abhinav .
NUCLEAR ENGINEERING AND DESIGN, 2015, 295 :587-596
[45]   Seismic reliability of electric power networks: Methodology and application [J].
Vanzi, I .
STRUCTURAL SAFETY, 1996, 18 (04) :311-327
[46]   Seismic resilience assessment of urban interdependent lifeline networks [J].
Xiao, Yuanhao ;
Zhao, Xudong ;
Wu, Yipeng ;
Chen, Zhilong ;
Gong, Huadong ;
Zhu, Lihong ;
Liu, Ying .
RELIABILITY ENGINEERING & SYSTEM SAFETY, 2022, 218
[47]  
Xie QY, 2000, Insulators and Surge Arresters, P21, DOI [10.16188/j.isa.1003-8337.2000.04.005, DOI 10.16188/J.ISA.1003-8337.2000.04.005]
[48]   Development of seismic fragility curves for precast concrete frames with cast-in-situ concrete shear-walls [J].
Yahyaabadi, Aliakbar ;
Talebkhah, Roozbeh ;
Adibi, Mahdi .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2022, 21 (01) :149-167
[49]   Optimal vector-valued intensity measure for seismic collapse assessment of structures [J].
Yakhchalian, Masood ;
Nicknam, Ahmad ;
Amiri, Gholamreza Ghodrati .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2015, 14 (01) :37-54
[50]   Numerical investigation of the seismic response of a UHV composite bypass switch retrofitted with wire rope isolators [J].
Yang, Zhenyu ;
Xie, Qiang ;
He, Chang ;
Xue, Songtao .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2021, 20 (01) :275-290