Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97447
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorWu, Jen_US
dc.creatorHu, Nen_US
dc.creatorDong, Yen_US
dc.creatorZhang, Qen_US
dc.creatorYang, Ben_US
dc.date.accessioned2023-03-06T01:18:34Z-
dc.date.available2023-03-06T01:18:34Z-
dc.identifier.urihttp://hdl.handle.net/10397/97447-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2020 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2020. 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 Wu, J., Hu, N., Dong, Y., Zhang, Q., & Yang, B. (2021). Wind characteristics atop Shanghai Tower during typhoon Jongdari using field monitoring data. Journal of Building Engineering, 33, 101815 is available at https://doi.org/10.1016/j.jobe.2020.101815.en_US
dc.subjectField monitoringen_US
dc.subjectShanghai toweren_US
dc.subjectSuper-tall buildingen_US
dc.subjectTyphoonen_US
dc.subjectWind characteristicsen_US
dc.titleWind characteristics atop Shanghai Tower during typhoon Jongdari using field monitoring dataen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume33en_US
dc.identifier.doi10.1016/j.jobe.2020.101815en_US
dcterms.abstractIn this paper, detailed analysis of field wind data atop the Shanghai Tower is conducted to investigate the wind characteristics evolution generated by typhoon Jongdari, which can provide useful information for high altitude wind features in dense building landform to aid wind-resistant design of 600 m + super-tall buildings. The necessity of data preprocessing is discussed, and some precautions for processing wind directions are pointed out. Correlations of the mean wind speeds in different averaging times are analyzed using a non-stationary wind velocity model. The fluctuation wind characteristics at evolutional stages of the typhoon, including turbulence intensity, gust factor, integral scale of turbulence and power spectrum, are discussed and compared with several typhoons measured atop other super-tall buildings. Based on analysis, the ratio of the mean wind speeds between 10 min and 1 h averaging times remains stable. It is found that there is a slight difference between the linear and nonlinear fitting of three longitudinal parameters (i.e., the gust factor, turbulence intensity and gust duration time), but obvious error exists as to the linear fitting of the lateral parameters. Statistical results of the turbulent integral scale reflect relatively violent excitation of the turbulent wind to the structure, and the spectra of turbulent velocity are associated with various characteristics in different stages of the typhoon.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of building engineering, Jan. 2021, v. 33, 101815en_US
dcterms.isPartOfJournal of building engineeringen_US
dcterms.issued2021-01-
dc.identifier.scopus2-s2.0-85092353677-
dc.identifier.eissn2352-7102en_US
dc.identifier.artn101815en_US
dc.description.validate202203 bcfcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0501-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS40820535-
dc.description.oaCategoryGreen (AAM)en_US
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