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 |