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dc.contributor.authorFei Kang
dc.contributor.authorJunjie Li
dc.date.accessioned2022-01-30T21:03:07Z
dc.date.available2022-01-30T21:03:07Z
dc.date.issued1/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29ST.1943-541X.0002467.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267571
dc.description.abstractStructural health monitoring models provide important information for safety control of large dams. The main challenge in developing an accurate dam behavior prediction model lies in the modeling of extreme temperature effect. This paper presents a Gaussian process regression-based displacement model for health monitoring of concrete gravity dams, which can model the temperature effect by using long-term air temperature data. Important attractions of Gaussian processes include accurate simulation results, convenient training, and so forth. Different covariance functions and temperature variable sets are tested on the horizontal displacement prediction problem of concrete dams. Results show that segmented air temperature based Gaussian process regression models can reflect the extreme air temperature effect on displacements of concrete gravity dams, considering the prediction accuracy is much better than that of a mathematical model based on periodic functions.
dc.publisherASCE
dc.titleDisplacement Model for Concrete Dam Safety Monitoring via Gaussian Process Regression Considering Extreme Air Temperature
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue1
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0002467
dc.page16
dc.treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
dc.contenttypeFulltext


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