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地震波反演与土-结构动力相互作用分析

ISSN号：0254-0053
期刊名称：力学季刊
时间：2010
页码：256-264
分类：TU43[建筑科学—岩土工程;建筑科学—土工工程]
作者机构：[1]同济大学土木工程防灾国家重点实验室,上海200092
相关基金：国家科技支撑项目（2011BAG07B01）;国家自然科学基金项目（90915011）
相关项目：超大跨深水基础桥梁强震灾变过程及控制研究

关键词： Rayleigh阻尼, 时域, 频域, 深覆盖土层, 反应谱峰值, 阻尼系数, Rayleigh damping, time domain, frequency domain, soil layer with deep deposit, response spectrum peak frequency, damping coefficient

中文摘要：

分别应用时域和频域分析方法对土层的地震反应进行了计算,通过比较时域和频域的计算结果,探讨了深覆盖土层地震反应时域分析中Rayleigh阻尼矩阵合理建模的重要性。数值结果表明：在深覆盖土层地震反应时域分析中,Rayleigh比例阻尼矩阵不同建模方式对土层加速度反应计算结果的准确性影响很大,而对土层位移反应计算结果的准确性影响非常有限。建议当土层基频高于基岩地震波的主要分量激励频率时,确定Rayleigh阻尼矩阵比例系数的第2个自振频率ωn可选取土层第2或第3阶低阶自振频率,而当土层基频接近于、低于特别是远低于基岩地震波的主要分量激励频率时,应重视土层高阶振型共振效应对土层地震反应的贡献,此时ωn应选取为输入基岩地震波反应谱的峰值频率ωR。

英文摘要：

The seismic response of soil layers is calculated by using the methods of time domain and frequency domain separately.Through the comparison of the calculated results between the time domain and the frequency domain,the importance of reasonable modeling by Rayleigh damping matrix in time domain analysis of earthquake response of soil layers with deep deposit is discussed.The numerical results show that in the time domain analysis of earthquake response of soil layers with deep deposit,different modeling methods of Rayleigh proportional damping matrix have great influence on the accuracy of the results of the acceleration response of soils but a very limited impact on that of the displacement response of soils.It is suggested that when the fundamental frequency of soil layers is higher than the excitation frequency of the main component of the bedrock seismic waves,the low-order natural frequency such as the second or third should be selected as the second natural frequency to determine the Rayleigh damping matrix proportion coefficient.When the fundamental frequency of the soil layer is close to and especially much lower than the excitation frequency of the main component of the bedrock seismic waves,the contribution of high-order modes resonance effect on the seismic response of soil layers should be highlighted and ω n should be selected as the response spectrum peak frequency ω R of the input bedrock seismic waves.

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