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拟合多维能量反应谱及峰值速度的地震动调整方法
引用本文:盛涛,施卫星,谢异同.拟合多维能量反应谱及峰值速度的地震动调整方法[J].同济大学学报(自然科学版),2012,40(6):0807-0811.
作者姓名:盛涛  施卫星  谢异同
作者单位:1. 同济大学结构工程与防灾研究所,上海,200092
2. 西安建筑科技大学土木工程学院,陕西西安,710055
基金项目:国家973重点基础研究发展计划(2007CB714202);国家自然科学基金项目面上工程项目(50478045)
摘    要:基于小波变换原理提出了一种以设计用多维能量反应谱及峰值速度为目标的实测地震动调整方法.该方法首先依据多维能量反应谱与伪加速度谱之间的近似转换关系,在时域内叠加小波函数实现对实测地震动记录的初步调整,保留原始地震动的强度、频率非平稳特性;再应用二阶基数B-样条小波函数模拟上述调整后的多维地震动场,通过循环调整拟合精度较低频段的小波系数和对峰值速度贡献最大的小波分量,实现对设计用能量反应谱及各向峰值速度的同时拟合.算例分析结果表明,该方法具有较高的拟合精度,对初始地震动的能量分布改变较小,为建筑结构基于能量平衡设计时的多维动力反应分析提供了一种新的地震波合成方法.

关 键 词:多维地震动场  能量反应谱  峰值速度  基数B-样条小波
收稿时间:2011/4/11 0:00:00
修稿时间:2012/3/21 0:00:00

A Modification Method of Earthquake Ground Motions for Matching Multi dimensional Energy Input Spectra and Peak Velocity
SHENG Tao,SHI Weixing and XIE Yitong.A Modification Method of Earthquake Ground Motions for Matching Multi dimensional Energy Input Spectra and Peak Velocity[J].Journal of Tongji University(Natural Science),2012,40(6):0807-0811.
Authors:SHENG Tao  SHI Weixing and XIE Yitong
Institution:1.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;2.School of Civil Engineering,Xi’an University of Architecture & Technology,Xi’an 710055,China)
Abstract:The paper presents a modification method for the recorded earthquake ground motions to match multi-dimensional design input energy spectra with wavelet.According to the approximate relationships between input energy spectra and pseudo acceleration response spectra,the recorded earthquake ground motions are modified to match the target response spectra preliminarily by synthesizing wavelets in time domain.In this process,the non-stationary intensity and frequency characteristics of real records have retained.Then the second cardinal B-spline wavelet is used to simulate the multi-dimensional accelerograms.By modifying the amplitudes of special wavelets of low fitting accuracy and the wavelets affecting peak values of velocity mostly,the target input energy spectra and peak ground values of velocity can be matched by iterations.The numerical example demonstrates this method is of high-fitting precision with few changes to the original energy distribution,which is a new artificial ground motions’ generating method for dynamic analysis of structures designed by energy balance.
Keywords:multi dimensional earthquake ground motions  energy input spectra  peak ground velocity  second cardinal B spline wavelet
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