关于高土坝地震反应分析中阻尼模型的讨论
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摘要
主要讨论了不同阻尼模型对高土坝地震反应计算误差的影响。首先,通过理论分析,说明了土石坝地震反应分析采用常用阻尼模型的局限性。然后,运用有限元方法,分别用基于转换频率和土坝基频的两种阻尼模型对高土坝进行时域内的线性地震反应计算。最后,和频域内计算结果进行对比,分析了不同阻尼模型对计算结果精度的影响。
This paper discusses the effect of different damping models on the seismic response analysis accuracy of high earth dams.First a theoretical analysis is used to show the limitation of traditional damping model.Then seismic response computations are presented for six earth dams of different height with two damping models,the translation frequency model and the dam's fundamental frequency model.Finally a comparison of the results by the time-domain method and by the frequency-domain method is given to show the difference of damping models.
引文
[1]陈厚群.混凝土大坝抗震中的力学问题[J].力学与实践,2006,28(2):1~8.CHEN Houqun.Mechanics problems of seismic study on concrete large dams[J].Mechanics and Practice,2006,28(2):1~8.(in Chinese)
    [2]楼梦麟,潘旦光.滞后阻尼在土层时域分析中的应用[J].同济大学学报,2004,32(3):281~285.LOU Menglin,PAN Dangguang.Hysteretic damping application in time domain analysis of soil layer[J].Joumal of Tongji University,2004,32(3):281~285.(in Chinese)
    [3]谢定义.土动力学[M].西安交通大学出版社,1988.XIE Dingyi.Soil Dynamic Mechanic[M].Press of Xi-an Jiantong University,1988.(in Chinese)
    [4]张锐,迟世春,林皋.高土石坝地震加速度分布研究[J].哈尔滨工业大学学报,2008,40(8):1289~1291.ZHANG Rui,CHI Shichun,LIN Gao.Analysis of seismic acceleration distribution of high earth and rockfill dams[J].Journal of HarbinInstitute of Technology,2008,40(8):1289~1291.(in Chinese)

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