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原文传递 Monitoring Structural Performance of a Supertall Building during 14 Tropical Cyclones
题名: Monitoring Structural Performance of a Supertall Building during 14 Tropical Cyclones
其他题名: Li,Q.S.,and J.R.Wu.2007."Time-frequency analysis of typhoon effects on a 79-storey tall building."J.Wind Eng.Ind.Aerodyn.95(12):1648-1666.https://doi.org/10.1016/j.jweia.2007.02.030.
正文语种: 英文
作者: Xiao Li
关键词: Supertall building;Tropical cyclone;Wind effect;Field measurement;Modal parameters;Random decrement technique;Bayesian spectral density approach;Serviceability
摘要: Field measurements of wind effects on a 420-meter-high supertall building in Hong Kong were analyzed during the passages of 14 tropical cyclone (TC) events, from 2008 to 2016, with a total recording time duration of 360 h. In this paper, statistical results of wind characteristics of these TCs are presented and discussed; modal parameters of the building such as natural frequencies and damping ratios are estimated using the random decrement technique, which is a deterministic time domain method, as well as the Bayesian spectral density approach, which is a recently proposed probabilistic frequency domain method; and the serviceability of the skyscraper during these violent TC events are evaluated against three comfort criteria. This study uses a substantial amount of field data to yield accurate estimations of the modal parameters of the building to further the understanding of wind effects on supertall buildings in TC-prone regions to provide useful information for their wind-resistant designs.
出版年: 2018
论文唯一标识: P-26Y2018V144N10015
英文栏目名称: ANNIVERSARY PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002145
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 10
页码: 177-191
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