Comparison of stationary and non-stationary wind-induced responses of a super-large cooling tower based on field measurements

被引:9
|
作者
Ke, Shitang [1 ]
Wang, Hao [1 ]
Ge, Yaojun [2 ]
机构
[1] Nanjing Univ Aeronaut & Astronaut, Coll Aerosp Engn, Nanjing 210016, Peoples R China
[2] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Super-large cooling tower; Field measurement; Nonstationarity; Extreme response; Power spectrum analysis; Time-frequency analysis; PRESSURE DISTRIBUTION; BUFFETING RESPONSE; EXTREME-VALUE; LOAD; BRIDGE; MODEL;
D O I
10.1016/j.tws.2019.01.017
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recent measurements made by our research group of a super-large cooling tower indicate that its fluctuations in wind-induced responses exhibit a degree of nonstationarity, echoing similar observations reported for other structures. This might cause errors in estimates of extreme responses and misunderstanding of wind-induced effects if nonstationarity is neglected. In this study, the wind-induced response signals of a super-large cooling tower (height 190 m) in a coastal region were measured for the first time under real Reynolds number and turbulent flow conditions. After noise reduction had been performed, nonstationarity of the signals was identified within various time intervals. The mean wind effect, pulsating wind effect, probability density distribution, dynamic amplification factor, and extreme responses of the super-large cooling tower were studied based on stationary and non-stationary models. Finally, the power spectral density (PSD) and evolutionary power spectral density (EPSD) of the wind-induced response signal were analyzed. The resonance spectral expression of wind-induced responses at resonance excitation points, which is applicable to super-large cooling towers, is summarized. The wind-induced responses presented strong nonstationarity. Non-stationary models that consider response nonstationarity are important in the authentic assessment of the extreme responses of super-large cooling towers. The extreme constant calculated by the stationary model cannot provide an adequate assurance rate and reduces the economic efficiency of extreme response estimates. The vibration energy distributions of resonance excitation points in different regions of the cooling tower were similar, but the PSD functions at quasi-static points were dramatically different from each other. The energy distribution of the resonant excitation points showed a phased trend, and the proposed resonance spectral expression considers three stages of variation in the PSD function of the responses to achieve high predictive accuracy.
引用
收藏
页码:331 / 346
页数:16
相关论文
共 50 条
  • [21] Non-stationary electromagnetic field measurements accuracy improvement
    Dlugosz T.
    Trzaska H.
    [J]. The Environmentalist, 2011, 31 (2): : 130 - 133
  • [22] CALCULATION OF NON-STATIONARY TEMPERATURE FIELD OF LARGE THYRISTORS
    YEFREMOV, IS
    [J]. ELECTRICAL TECHNOLOGY, 1970, 4 : 156 - &
  • [23] Impact study on wind-induced response and stability for super large cooling tower with different aerodynamic measures
    Ke, Shi-Tang
    Du, Ling-Yun
    [J]. Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2016, 43 (05): : 79 - 89
  • [24] Simulation of non-stationary wind velocity field on bridges based on Taylor series
    Li, Yongle
    Togbenou, Koffi
    Xiang, Huoyue
    Chen, Ning
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2017, 169 : 117 - 127
  • [25] Field measurements of wind-induced transmission tower foundation loads
    Savory, E.
    Parke, G.A.R.
    Disney, P.
    Toy, N.
    Zeinoddini, M.
    [J]. Wind and Structures, An International Journal, 1998, 1 (02): : 183 - 199
  • [26] ON 2-DIMENSIONAL NON-STATIONARY WIND FIELD IN IONOSPHERE
    SHARIKADZE, DV
    KHANTADZE, AG
    [J]. IZVESTIYA AKADEMII NAUK SSSR FIZIKA ATMOSFERY I OKEANA, 1969, 5 (09): : 957 - +
  • [27] Wind field simulation and wind-induced responses of large wind turbine tower-blade coupled structure
    Ke, S. T.
    Ge, Y. J.
    Wang, T. G.
    Cao, J. F.
    Tamura, Y.
    [J]. STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2015, 24 (08): : 571 - 590
  • [28] Interference effect of wind-induced response on large hyperbolic cooling tower
    Shen, Guo-Hui
    Yu, Guan-Peng
    Sun, Bing-Nan
    Lou, Wen-Juan
    Li, Qing-Xiang
    Yang, Shi-Chao
    [J]. Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2012, 46 (01): : 33 - 38
  • [29] Suction and Action Mechanisms of Flow Field in a Super-Large Cooling Tower in Typhoon Conditions
    Ke, Shitang
    Han, Guangquan
    Zhu, Rongkuan
    Wang, Xiaohai
    Yang, Jie
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2021, 147 (09)
  • [30] Investigations on Wind Characteristics for Typhoon and Monsoon Wind Speeds Based on Both Stationary and Non-Stationary Models
    Qin, Zhiqing
    Xia, Dandan
    Dai, Liming
    Zheng, Qingsong
    Lin, Li
    [J]. ATMOSPHERE, 2022, 13 (02)