Data-driven evaluation for abnormal vibration of cables during typhoon In-Fa: case study

IF 1.5 Q3 ENGINEERING, CIVIL
Han-wei Zhao, You-liang Ding, A. Li, Bin Chen
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引用次数: 0

Abstract

Characteristics of input-output of cables of a long-span cable-stayed bridge in time and frequency domain are studied during the whole process of typhoon In-Fa landfall based on monitoring data. According to the signal characteristics of the time series of wind speed and direction, a new adaptive extraction method of quasi-steady wind speed and direction is proposed fusing wavelet transform and certain-length time series averaging method. Central tendency and fluctuation about the wind speed and direction are summarized. Influences of wind and rainfall environments on the cable abnormal vibration are analyzed. Using the short-time Fourier transform, characteristics of the evolution of vibrational energy in the time-frequency domain for the abnormal vibration of the cable during typhoon are reproduced. The slice analysis of the power spectrum in the frequency domain is performed at the typical moment. The main results demonstrate that extremely high-amplitude non-Gaussian section of abnormal vibrations of cables in this typhoon event is caused by the simultaneous action of wind and rain, the high wind speed or the wind direction with low fluctuation will more likely excite high-amplitude abnormal vibrations of cables, and sufficient damping may help cables suppress the rain-wind-induced high-amplitude vibration.
台风“台风”期间缆索异常振动的数据驱动评估:个案研究
基于监测数据,研究了台风“台风”登陆全过程中某大跨度斜拉桥缆索输入输出的时频特性。根据风速和风向时间序列的信号特点,提出了一种融合小波变换和一定长度时间序列平均法的准稳态风速和风向自适应提取方法。总结了风速和风向的集中趋势和波动规律。分析了风、雨环境对缆索异常振动的影响。利用短时傅里叶变换,再现了台风作用下斜拉索异常振动的时频域能量演化特征。在典型时刻对功率谱进行频域切片分析。研究结果表明:本次台风中索的异常振动的极大幅值非高斯截面是由风雨共同作用引起的,高风速或低波动的风向更容易激发索的高幅值异常振动,足够的阻尼有助于索抑制风雨引起的高幅值振动。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
3.00
自引率
10.00%
发文量
48
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