Measurements and analysis of non-stationary wind characteristics at Sutong Bridge in Typhoon Damrey

被引:81
|
作者
Wang, Hao [1 ]
Wu, Teng [2 ]
Tao, Tianyou [3 ]
Li, Aiqun [1 ]
Kareem, Ahsan [4 ]
机构
[1] Southeast Univ, Key Lab C&PC Struct, Minist Educ, Nanjing 210096, Jiangsu, Peoples R China
[2] SUNY Buffalo, Dept Civil Struct & Environm Engn, Buffalo, NY 14260 USA
[3] Southeast Univ, Sch Civil Engn, Nanjing 210096, Jiangsu, Peoples R China
[4] Univ Notre Dame, NatHaz Modeling Lab, Notre Dame, IN 46556 USA
基金
美国国家科学基金会; 中国国家自然科学基金;
关键词
Wind characteristics; Non-stationarity; Sutong Bridge; Time frequency analysis tool; Evolutionary power spectrum; EVOLUTIONARY SPECTRA; WAVELET TRANSFORMS; HILBERT SPECTRUM; STATIONARY; EARTHQUAKE; SIMULATION;
D O I
10.1016/j.jweia.2016.02.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recent measurements of the wind field during extreme wind events (tropical and extratropical storms) indicate that the wind speed fluctuations exhibit strong non -stationary features echoing similar observations reported at other locations. In this study, the wind data of Typhoon Damrey recorded by the Structural Health Monitoring System (SHMS) at the Sutong Bridge were analyzed to examine the non stationary features. Following stationarity test, the wind data were analyzed by both the stationary and non -stationary wind speed models utilizing conventional time- or frequency-domain as well from the time -frequency perspective. Wind characteristics, e.g., the mean wind speed, turbulence intensity, gust factor and power spectral density including the evolutionary power spectral density (EPSD) of the wind were evaluated. The EPSD, which represents the distribution of the local turbulent energy in both time and frequency domains, was estimated using a wavelet -based scheme. The results of this study exhibit strong non -stationary characteristics in the measured wind data at the Sutong Bridge site. The findings of the data at the Sutong Bridge in the tropical storm reaffirm results from earlier studies and emphasize the need to incorporate non -stationary features of winds in the analysis and design of bridges from aerodynamic view point. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:100 / 106
页数:7
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