Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/76171
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorSu, JZen_US
dc.creatorXia, Yen_US
dc.creatorZhu, LDen_US
dc.creatorZhu, HPen_US
dc.creatorNi, YQen_US
dc.date.accessioned2018-05-10T02:55:29Z-
dc.date.available2018-05-10T02:55:29Z-
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10397/76171-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2017 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2017. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Su, J. Z., Xia, Y., Zhu, L. D., Zhu, H. P., & Ni, Y. Q. (2017). Typhoon-and temperature-induced quasi-static responses of a supertall structure. Engineering Structures, 143, 91-100 is available at https://doi.org/10.1016/j.engstruct.2017.04.007.en_US
dc.subjectSupertall structureen_US
dc.subjectTemperature effecten_US
dc.subjectWind effecten_US
dc.subjectField monitoringen_US
dc.subjectQuasi-static responseen_US
dc.titleTyphoon- and temperature-induced quasi-static responses of a supertall structureen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage91en_US
dc.identifier.epage100en_US
dc.identifier.volume143en_US
dc.identifier.doi10.1016/j.engstruct.2017.04.007en_US
dcterms.abstractWind loads and the associated load effects on supertall structures are key factors in structural design. In practice, typhoon-induced quasi-static responses measured from the field mix with temperature-induced responses because temperature varies significantly during a typhoon event. The mixed responses complicate the assessment of the wind loading effects and the separation of the two load effects is difficult in practice. In this study, the wind- and temperature-induced quasi-static responses of the 600 m-tall Canton Tower are investigated using a comprehensive long-term structural monitoring system installed on the structure. The structural responses (stresses and displacement) obtained from the field monitoring system during a strong typhoon are presented. The temperature-induced responses are calculated by applying a temperature loading model to the finite element model of the structure. The purely typhoon-induced quasi-static responses are then separated from the total measured responses by subtracting the temperature-induced ones. It shows that the typhoon-induced quasi-static responses of the supertall structure are slightly smaller than the temperature-induced responses in a typical sunny day. The typhoon-induced quasi-static displacement obtained from the field is also compared with the counterpart from the wind tunnel test on an aeroelastic model of the full tower.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering structures, 15 July 2017, v. 143, p. 91-100en_US
dcterms.isPartOfEngineering structuresen_US
dcterms.issued2017-07-15-
dc.identifier.isiWOS:000401880300008-
dc.identifier.eissn1873-7323en_US
dc.identifier.rosgroupid2017003654-
dc.description.ros2017-2018 > Academic research: refereed > Publication in refereed journalen_US
dc.description.validate201805 bcrcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-2149-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNSFC Joint Research Fund for Overseas and Hong Kong and Macao Scholars; Research Grant of the Fuzhou University; Education Department of Fujian Provinceen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6739249-
dc.description.oaCategoryGreen (AAM)en_US
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