Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/6269
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorYe, XWen_US
dc.creatorNi, YQen_US
dc.creatorXia, YXen_US
dc.date.accessioned2014-12-11T08:28:47Z-
dc.date.available2014-12-11T08:28:47Z-
dc.identifier.issn1550-1329en_US
dc.identifier.urihttp://hdl.handle.net/10397/6269-
dc.language.isoenen_US
dc.publisherSage Publications, Inc.en_US
dc.rightsCopyright © 2012 X. W. Ye et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en_US
dc.subjectBuoyancyen_US
dc.subjectData communication systemsen_US
dc.subjectSensor networksen_US
dc.subjectStress analysisen_US
dc.subjectTall buildingsen_US
dc.titleDistributed strain sensor networks for in-construction monitoring and safety evaluation of a high-rise buildingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1en_US
dc.identifier.epage13en_US
dc.identifier.volume8en_US
dc.identifier.issue9en_US
dc.identifier.doi10.1155/2012/685054en_US
dcterms.abstractThe New Headquarters of Shenzhen Stock Exchange (NHSSE), currently being constructed in Shenzhen, China, is a high-rise building with a height of 245 m. One salient feature of NHSSE is its huge floating platform with an overall plan dimension of 98 m × 162 m and a total height of 24 m, making it one of the largest cantilever structures in the world. In recognition of the uniqueness of the floating platform, a long-term structural health monitoring (SHM) system has been designed and implemented by The Hong Kong Polytechnic University for both in-construction and in-service monitoring of NHSSE. As part of this monitoring system, 224 vibrating-wire strain gauges have been permanently installed to measure the strain responses of key structural components of the floating platform. A wireless strain monitoring system by integrating local tethered data acquisition and long-range wireless data transmission has been developed for real-time strain monitoring and visualization. This paper presents the stress evolution of the floating platform during dismantlement of temporary supports on the basis of the real-time monitoring data and the statistical stress analysis and safety evaluation of the floating platform by use of the long-term monitoring data, as well as the effect of the welding residual stress on structural safety of NHSSE.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationInternational journal of distributed sensor networks, 10 Sept. 2012, v. 8, no. 9, 685054, p.1-13en_US
dcterms.isPartOfInternational journal of distributed sensor networksen_US
dcterms.issued2012-09-10-
dc.identifier.isiWOS:000309540300001-
dc.identifier.scopus2-s2.0-84867788256-
dc.identifier.eissn1550-1477en_US
dc.identifier.artn685054en_US
dc.identifier.rosgroupidr62186-
dc.description.ros2012-2013 > Academic research: refereed > Publication in refereed journalen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumbera0744-n45-
dc.identifier.SubFormID1423-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextP0000033, G-U845en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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