希尔伯特-黄变换
情态动词
小波变换
谐波小波变换
第二代小波变换
傅里叶变换
吊装方案
数学
小波
算法
平稳小波变换
S变换
离散小波变换
计算机科学
材料科学
人工智能
数学分析
电信
白噪声
高分子化学
作者
Ping Wei,Qiusheng Li,Mengmeng Sun,Jiaxing Huang
标识
DOI:10.1016/j.jobe.2022.105443
摘要
Recently, the empirical wavelet transform technique has attracted much attention due to its advantage of dealing with non-stationary and nonlinear signals. For empirical wavelet transform-based methods, their performance is heavily dependent on the accuracy of Fourier spectral segmentation. Structural response signals of high-rise buildings under ambient excitations often include high-level noises, which may lead to inaccurate spectral estimation, thereby introducing errors in modal decomposition. To this end, an improved empirical wavelet transform method is presented in this paper to analyze the structural response signals with high-level noises, which employs the projection information of Fourier spectra to improve spectral representation. Then, the improved empirical wavelet transform method is combined with the natural excitation technique and Hilbert transform for identifying modal properties of super-tall buildings under ambient excitations. Through a numerical simulation study, the validity and accuracy of the combined scheme are verified even when structural response signals were embedded with high levels of noise. Furthermore, the proposed method is adopted for modal identification of a 600 m supertall building for evaluating its applicability in field measurements. It is demonstrated that the combined scheme can effectively and accurately evaluate the modal properties of the skyscraper under ambient vibrations with low amplitudes.
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