Quantitative identification of pulse-like ground motions based on intrinsic time-scale decomposition technique

被引:7
作者
Geng, Yulong [1 ]
Pu, Wuchuan [1 ]
机构
[1] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan, Peoples R China
基金
中国国家自然科学基金;
关键词
Pulse-like ground motion; Intrinsic time-scale decomposition; Real-time filter; Pulse period; Quantitative identification; FAULT-DIAGNOSIS; EFFICIENT ALGORITHM; RESPONSE SPECTRA; VELOCITY PULSES; SEISMIC HAZARD; DIRECTIVITY; ENERGY; CLASSIFICATION; DESIGN;
D O I
10.1016/j.soildyn.2023.107977
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Pulse-like earthquake ground motions may cause great seismic demands in engineering structures, and identi-fying these ground motions is significant in earthquake engineering. The intrinsic time-scale decomposition (ITD) is a self-adaptive time-frequency decompaction method that decomposes signals into proper rotation compo-nents. The instantaneous frequency and amplitude of the components are well defined, and the temporal in-formation of frequency and amplitude has the exact resolution with the time-scale of extreme of the original signal. ITD was introduced in this study to decompose the non-stationary earthquake ground motion signals. A procedure for filtering and extracting the low-frequency pulses was constructed, and a quantitative criterion for classifying the pulse-like ground motions was proposed. The proposed method was tested on many ground motions and compared with the existing classification methods. The proposed method was demonstrated as an effective way to identify the pulse-like ground motion records, which can be readily implemented in earthquake engineering practices.
引用
收藏
页数:13
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