王国新

个人信息Personal Information

教授

博士生导师

硕士生导师

性别:男

毕业院校:中国地震局工程力学研究所

学位:博士

所在单位:水利工程系

学科:防灾减灾工程及防护工程. 结构工程. 水工结构工程

办公地点:建设工程学部综合实验4号楼

联系方式:0411-84707364

电子邮箱:gxwang@dlut.edu.cn

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基于小波包方法的非平稳地震动模拟和设计谱拟合

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发表时间:2022-10-10

发表刊物:大连理工大学学报

期号:3

页面范围:263-269

ISSN号:1000-8608

摘要:A method to simulate the non‐stationary ground motions and fit the design spectrum is proposed based on wavelet packet decomposition and reconstruction .The method simulates ground motions for engineering and adjusts its frequency components so that the response spectrum will fit the design spectrum .Firstly ,the wavelet packet coefficient matrix for ground motion acceleration time history is generated using 5 parameters ,which characterizes the frequency attenuation with duration in real recordings . The acceleration time history can be obtained by wavelet packet reconstruction .Then ,by wavelet packet decomposition the simulated ground motion is decomposed into a desired number of wavelet packet coefficient matrices with high resolution and non‐overlapping frequency contents ,and then the frequency component is adjusted for matching the response spectrum of the simulated accelerogram with specified design spectrum .Numerical example demonstrates that the acceleration time histories with different durations simulated by the proposed method all fit the design spectrum .The accelerograms keep the non‐stationarities of ground motion even after iteration . Moreover ,the method is stable and fast for convergence ,and can achieve high fitting accuracy in limited iteration times .

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