Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/78859
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorWan, HPen_US
dc.creatorNi, YQen_US
dc.date.accessioned2018-10-26T01:21:23Z-
dc.date.available2018-10-26T01:21:23Z-
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://hdl.handle.net/10397/78859-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rights©ASCEen_US
dc.rightsThis work is made available under the terms of the Creative Commons Attribution 4.0 International license, http://creativecommons.org/licenses/by/4.0/.en_US
dc.rightsThe following publication Wan, H., & Ni, Y. Q. (2018). Bayesian modeling approach for forecast of structural stress response using structural health monitoring data. Journal of Structural Engineering, 144(9), 04018130-1-04018130-12 is available at https://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002085en_US
dc.subjectStress forecasten_US
dc.subjectBayesian modelingen_US
dc.subjectGaussian processesen_US
dc.subjectMoving windowen_US
dc.subjectStructural health monitoringen_US
dc.subjectSupertall structureen_US
dc.titleBayesian modeling approach for forecast of structural stress response using structural health monitoring dataen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage04018130-1en_US
dc.identifier.epage04018130-12en_US
dc.identifier.volume144en_US
dc.identifier.issue9en_US
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0002085en_US
dcterms.abstractThe advancement in structural health monitoring (SHM) technology has been evolving from monitoring-based diagnosis to monitoring-based prognosis. The structural stress response derived by the measured strain data is increasingly used for structural condition diagnosis and prognosis because it can be directly used to indicate the safety reserve of a structural component or provide information regarding the load-carrying capacity of the whole structure. Therefore, accurate forecasting of structural stress responses is an essential step for the reliable diagnosis and prognosis of structural condition. For a large-scale, complex structure subjected to multisource effects such as live loads and environmental loads, its stress evolution is a typically nonlinear dynamic process. Moreover, the online monitoring-derived stress data extracted from an SHM system are extremely massive. This arouses a strong demand for developing a computationally efficient and accurate method for forecasting structural stress responses. In this work, we propose the use of a Bayesian modeling approach with Gaussian processes (GPs), which allows for probabilistic forecasts of structural stress responses and has great capability of modeling the underlying nonlinear dynamic process. Although powerful for characterizing dynamic nonlinearity of structural stress responses, the conventional GP-based Bayesian modeling approach remains computationally intensive because of the massive stress data increasingly gathered by the monitoring system. We propose a moving window strategy to substantially shrink the size of training data, thus leading to a reduced-order GP model and effectively alleviating the high computational cost. The feasibility of the reduced-order GP-based Bayesian modeling approach is illustrated by using the real-time monitoring-derived stress data acquired from a supertall structure. Its performance is compared with the full GP-based Bayesian approach, and the comparison results indicate that the proposed approach holds higher computational accuracy and efficiency for stress response forecasts than the traditional method.en_US
dcterms.accessRightsopen access-
dcterms.bibliographicCitationJournal of structural engineering, Sept. 2018, v. 144, no. 9, 4018130, 04018130-1-04018130-12en_US
dcterms.isPartOfJournal of structural engineeringen_US
dcterms.issued2018-09-
dc.identifier.isiWOS:000439544900003-
dc.identifier.eissn1943-541Xen_US
dc.identifier.artn4018130en_US
dc.description.validate201810 bcrcen_US
dc.description.oaVersion of Record-
dc.identifier.FolderNumbera0744-n03-
dc.identifier.SubFormID1365-
dc.description.fundingSourceRGC-
dc.description.fundingTextPolyU 152241/15E-
dc.description.pubStatusPublished-
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