Comprehensive functional resilience assessment methodology for bridge networks using data-driven fragility models

被引:19
|
作者
Liu, Zhenliang [1 ,2 ]
Li, Suchao [1 ,2 ,3 ]
Guo, Anxin [2 ]
Li, Hui [2 ]
机构
[1] Shijiazhuang Tiedao Univ, Sch Safety Engn & Emergency Management, Key Lab Large Struct Hlth Monitoring & Control, Shijiazhuang 050043, Peoples R China
[2] Harbin Inst Technol, Sch Civil Engn, Key Lab Smart Prevent & Mitigat Civil Engn Disaste, Minist Ind & Informat Technol, Harbin 150090, Peoples R China
[3] Harbin Inst Technol Weihai, Dept Civil Engn, Weihai 264209, Peoples R China
关键词
Functional resilience; Dara-driven fragility; Bridge networks; Traffic flow; Spatially correlated earthquakes; Regional seismic damage; MOTION PREDICTION EQUATIONS; OPTIMAL INTENSITY MEASURES; SEISMIC RISK-ASSESSMENT; BOX-GIRDER BRIDGES; HIGHWAY BRIDGES; CURVES; PARAMETERS; DAMAGE; COMPONENT; DURATION;
D O I
10.1016/j.soildyn.2022.107326
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper proposes a probabilistic seismic resilience assessment methodology for bridge networks subjected to spatially correlated earthquakes. The proposed method integrates the effects of influencing factors (e.g., regional seismic hazards, bridge fragilities, and traffic flow) and their uncertainties in the seismic performance assessment of bridge networks. However, there are two major challenges in applying such a methodology that need to be addressed: rapid seismic damage assessment of regional bridges and comprehensive resilience quantification of bridge networks. Therefore, a data-driven fragility scheme based on an artificial neural network is developed to predict the damage states of regional bridges under earthquakes, which can support the simulation of the functionalities of bridges and roadways by Monte Carlo simulation. Furthermore, a multi-dimensional functional resilience vector is explored to quantify the ability of bridge networks to maintain the holistic system function, important subsystem function, and emergency response function. Finally, the proposed methodology is illustrated on the Sioux Falls bridge network, which shows the quantitative effects of regional bridge fragilities, traffic flow, and epicenter location on the functional resilience of bridge networks.
引用
收藏
页数:16
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