Temperature effect modeling in structural health monitoring of concrete dams using kernel extreme learning machines

被引:73
|
作者
Kang, Fei [1 ]
Liu, Xi [1 ]
Li, Junjie [1 ,2 ]
机构
[1] Dalian Univ Technol, Fac Infrastruct Engn, Sch Hydraul Engn, Dalian 116024, Peoples R China
[2] Tibet Univ, Sch Engn, Lhasa, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
Dam health monitoring; hydrostatic load; temperature effect; kernel extreme learning machines; concrete gravity dams; THERMAL DISPLACEMENTS; WATER TEMPERATURE; REGRESSION; IDENTIFICATION; PREDICTION; SYSTEM;
D O I
10.1177/1475921719872939
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Statistical models have been used for dam health monitoring for many years and have achieved some successful applications. In the statistical model, dam structural response is related to external environmental factors such as reservoir water level, temperature, and irreversible time deformation. For concrete dams, the structural response is affected greatly by the ambient temperature. Therefore, in order to establish a more reliable dam health monitoring model, the temperature effect and modeling method should be further studied. This article presents a dam health monitoring model using measured air temperature for temperature effect simulation based on kernel extreme learning machines. The temperature effect is simulated by long-term air temperature data, and the nonlinear relationship is modeled by kernel extreme learning machines, which is an intelligent machine learning technique with high learning speed and good generalization performance. The proposed dam health monitoring model is verified on a real concrete gravity dam with efficient safety monitoring data. Results show that the proposed approach with a variable set recommended for concrete dam behavior prediction is feasible.
引用
收藏
页码:987 / 1002
页数:16
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