Time-varying power spectra and coherences of non-stationary typhoon winds

被引:38
作者
Huang, Zifeng [1 ]
Xu, You-Lin [1 ]
Tao, Tianyou [2 ]
Zhan, Sheng [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[2] Southeast Univ, Sch Civil Engn, Nanjing, Peoples R China
关键词
Typhoon winds; S-transform-based method; Time-varying wind spectrum; Time-varying wind coherence; Typhoon Hato; SUTONG BRIDGE; EVOLUTIONARY SPECTRA; ESTIMATION SUBJECT; DECOMPOSITION; SIMULATION; SPEED;
D O I
10.1016/j.jweia.2020.104115
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Typhoon winds near its external eye wall are strongly non-stationary and disastrous, requiring a deep understanding. This paper first presents an S-transform-based method for obtaining the time-varying power spectra and coherences of a multivariate non-stationary process. The accuracy of the proposed S-transform-based method is examined through a comparison with currently-used two methods. The analytical expressions of time-varying power spectra and coherences of non-stationary typhoon winds are then proposed by introducing time-varying parameters into the stationary Von Karman wind spectra and the stationary Krenk wind coherence functions respectively. Finally, the S-transform-based method is applied to the wind data recorded by the multiple anemometers installed in the Stonecutters Bridge in Hong Kong during Typhoon Hato, and the resulting time-varying wind spectra and coherences are fitted by the analytical expressions of time-varying Von Karman wind spectra and Krenk wind coherence functions respectively. The results show that the typhoon winds recorded during Typhoon Hato are clearly non-stationary and that the time-varying Von Karman wind spectra and Krenk wind coherence functions could well fit the wind data recorded during Typhoon Hato.
引用
收藏
页数:18
相关论文
共 47 条
[1]   Wind characteristics of a strong typhoon [J].
Cao, Shuyang ;
Tamura, Yukio ;
Kikuchi, Naoshi ;
Saito, Mamoru ;
Nakayama, Ikuo ;
Matsuzaki, Yutaka .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2009, 97 (01) :11-21
[2]   On modelling of typhoon-induced non-stationary wind speed for tall buildings [J].
Chen, J ;
Xu, YL .
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2004, 13 (02) :145-163
[3]   Proper orthogonal decomposition of two vertical profiles of full-scale nonstationary downburst wind speeds[lzcl] [J].
Chen, L ;
Letchford, CW .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2005, 93 (03) :187-216
[4]   Wavelet Coherence for Certain Nonstationary Bivariate Processes [J].
Cohen, E. A. K. ;
Walden, A. T. .
IEEE TRANSACTIONS ON SIGNAL PROCESSING, 2011, 59 (06) :2522-2531
[5]   Compressive sensing with an adaptive wavelet basis for structural system response and reliability analysis under missing data [J].
Comerford, L. ;
Jensen, H. A. ;
Mayorga, F. ;
Beer, M. ;
Kougioumtzoglou, I. A. .
COMPUTERS & STRUCTURES, 2017, 182 :26-40
[6]   Compressive sensing based stochastic process power spectrum estimation subject to missing data [J].
Comerford, Liam ;
Kougioumtzoglou, Ioannis A. ;
Beer, Michael .
PROBABILISTIC ENGINEERING MECHANICS, 2016, 44 :66-76
[7]   Fully nonstationary analytical earthquake ground-motion model [J].
Conte, JP ;
Peng, BF .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1997, 123 (01) :15-24
[9]  
FAN J., 1996, LOCAL POLYNOMIAL MOD, V66
[10]   Strong wind characteristics and dynamic response of a long-span suspension bridge during a storm [J].
Fenerci, Aksel ;
Oiseth, Ole .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2018, 172 :116-138