| 基于场地特征周期的瑞利阻尼确定方法 |
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| 引用本文： | 丁海平,马俊玲.基于场地特征周期的瑞利阻尼确定方法[J].岩土力学,2013,34(Z2):35-40. |
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| 作者姓名： | 丁海平 马俊玲 |
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| 作者单位： | 1. 苏州科技学院 江苏省结构工程重点实验室，江苏 苏州 215011；2. 中国地震局工程力学研究所，哈尔滨 150080 |
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| 基金项目： | 国家自然科学基金项目(No.51278323)。 |
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| 摘 要： | 从地震影响系数曲线的特征周期 出发，提出了分别取 和 作为时域计算瑞利(Rayleigh)阻尼的两个目标频率。通过3种不同厚度的单一土层和1种多层土层模型在3条不同地震动作用下的计算，比较了基于Annie方法和本文方法确定Rayleigh阻尼的时域解，以及基于等效线性化的频域解，结果表明：两种Rayleigh阻尼形式的地表加速度峰值误差都在10%以内，地表加速度反应谱基本一致，但本文方法对土层厚度和输入的地震动不太敏感，即误差随着土层厚度及输入地震动的不同离散性很小，且应用更为简便，无需求土层的自振频率，只需要根据场地类别获得场地特征周期，就可确定Rayleigh阻尼值。
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| 关 键 词： | 地震影响系数曲线 特征周期 Rayleigh阻尼 目标频率 土层地震反应 |
| 收稿时间： | 2013-03-23 |
A method for determining Rayleigh damping based on site characteristic period |
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| DING Hai-ping,MA Jun-ling.A method for determining Rayleigh damping based on site characteristic period[J].Rock and Soil Mechanics,2013,34(Z2):35-40. |
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| Authors: | DING Hai-ping MA Jun-ling |
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| Institution: | 1. Key Laboratory of Structure Engineering of Jiangsu Province, Suzhou University of Science and Technology, Suzhou, Jiangsu 215011, China; 2. Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China |
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| Abstract: | Based on the characteristic period of the seismic influence coefficient curve, a new method to calculate Rayleigh damping is put forward that taking 1/5Tg and 1/Tg as the two target frequencies respectively. Time domain results based on the method put forward by Annie and the new method in this paper, and together with the frequency domain results based on equivalent linear method are compared by three single homogeneous soils with different thicknesses and a multilayered soil under three different ground motions. The results show that: the errors of the ground peak acceleration of the two forms of Rayleigh damping are within 10%; and the ground acceleration response spectra are consistent, but the method in this paper is not sensitive to soil thickness and input ground motions, that is, the error dispersions are small with different soil thicknesses and input ground motions. What’s more, the method in this paper is simpler and more convenient in application. For the method in this paper, the Rayleigh damping values can be determined by the characteristic period obtained from local site category, without the need of solving natural frequencies of soil. |
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| Keywords: | seismic influence coefficient curve characteristic period Rayleigh damping target frequency soil seismic response |
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