Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/80473
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dc.contributorDepartment of Land Surveying and Geo-Informatics-
dc.creatorYi, ZH-
dc.creatorKuang, CL-
dc.creatorWang, YR-
dc.creatorYu, WK-
dc.creatorCai, CS-
dc.creatorDai, WJ-
dc.date.accessioned2019-03-26T09:17:25Z-
dc.date.available2019-03-26T09:17:25Z-
dc.identifier.urihttp://hdl.handle.net/10397/80473-
dc.language.isoenen_US
dc.publisherMolecular Diversity Preservation International (MDPI)en_US
dc.rights© 2018 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Yi, Z. H., Kuang, C. L., Wang, Y. R., Yu, W. K., Cai, C. S., & Dai, W. J. (2018). Combination of high- and low-rate GPS receivers for monitoring wind-induced response of tall buildings. Sensors, 18(12), 4100, 1-15 is available at https://dx.doi.org/10.3390/s18124100en_US
dc.subjectHigh-rate GPSen_US
dc.subjectWind-induced vibrationsen_US
dc.subjectTime-differenced positioningen_US
dc.subjectSingle-epoch relative positioningen_US
dc.subjectPrecise point positioningen_US
dc.titleCombination of high- and low-rate GPS receivers for monitoring wind-induced response of tall buildingsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1-
dc.identifier.epage15-
dc.identifier.volume18-
dc.identifier.issue12-
dc.identifier.doi10.3390/s18124100-
dcterms.abstractHigh-rise buildings are susceptible to wind-induced displacements, which can be precisely monitored by using GPS technology. However, GPS monitoring applications may be subject to signal interference and high hardware costs. This study presents a new wind-induced vibration monitoring approach that is based on the mixed use of high-rate and low-rate GPS receivers. In the proposed approach, high-rate receivers are only required in the monitoring stations, where we apply time-differenced positioning to obtain position changes between adjacent epochs. The derived high-rate monitoring station position changes are then integrated with low-rate single epoch relative positioning results between the monitoring and reference stations. Experimental results with both simulated and real data show that the proposed method has a comparable performance with the traditional relative positioning approach, in terms of determining buildings' vibration frequency, displacement, and acceleration.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationSensors, Dec. 2018, v. 18, no. 12, 4100, p. 1-15-
dcterms.isPartOfSensors-
dcterms.issued2018-
dc.identifier.isiWOS:000454817100019-
dc.identifier.scopus2-s2.0-85057206913-
dc.identifier.pmid30477113-
dc.identifier.eissn1424-8220-
dc.identifier.artn4100-
dc.description.validate201903 bcrc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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