Composite encoder-decoder network for rapid bridge damage assessment using long-term monitoring acceleration data

被引:0
|
作者
Yessoufou, Fadel [1 ]
Yang, Yibo [2 ]
Zhu, Jinsong [1 ,3 ,4 ]
机构
[1] Tianjin Univ, State Key Lab Hydraul Engn Intelligent Construct &, Tianjin, Peoples R China
[2] CCCC First Highway Engn Grp Co Ltd, Beijing, Peoples R China
[3] Tianjin Univ, Key Lab Coast Civil Struct Safety, Minist Educ, Tianjin, Peoples R China
[4] Tianjin Univ, State Key Lab Hydraul Engn Intelligent Construct &, 135 Yaguan Rd, Tianjin 300072, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
Structural health monitoring; deep learning; encoder-decoder network; bridge damage assessment; long-term monitoring data; PATTERN-RECOGNITION; NEURAL-NETWORK; MODEL; IDENTIFICATION; TEMPERATURE; PREDICTION; SLAB;
D O I
10.1177/14759217231222869
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In recent years, the deployment of structural health monitoring (SHM) systems has become paramount for safeguarding critical infrastructures. Notwithstanding, the development of an unsupervised deep learning framework capable of learning from long-term sensor data remains a critical challenge, particularly in accurately assessing the exact damage location. This study addresses this gap by proposing a novel approach for rapid bridge damage assessment. The proposed method employed a deep overcomplete encoder-decoder network (DOEDN) to reconstruct the acceleration data acquired from each sensor node on the bridge. The reconstruction losses generated by the DOEDN framework are then used as damage-sensitive features. Additionally, a damage indicator based on Gaussian processes is introduced to assess the damage location and evaluate its severity. The performance and sensitivity of the proposed DOEDN framework are evaluated through long-term monitoring acceleration data from a numerical highway bridge model and the well-known full-scale Z24 bridge. Furthermore, comparative assessments against the regular deep undercomplete encoder-decoder network are conducted using metrics including mean absolute error, coefficient of determination (R2), and mean intersection over union. The results show that the proposed DOEDN framework can reasonably assess the damage location and evaluate its severity across various structural scenarios in the bridge, even in the presence of temperature variations, thus providing a practical and effective solution for bridge health monitoring.
引用
收藏
页码:3387 / 3415
页数:29
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