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随机地震作用下土石坝永久变形预估
引用本文:刘汉龙,钱家欢.随机地震作用下土石坝永久变形预估[J].河海大学学报(自然科学版),1996,24(2):86-91.
作者姓名:刘汉龙  钱家欢
作者单位:河海大学地质及岩土工程系
摘    要:基于等价结点力法,将地震动模拟为平稳高斯过滤白噪声过程,通过随机地震反应分析,建立一种土石坝地震平均永久变形有效算法,然后对瀑布沟土石坝进行数值计算,结果符合一般规律。

关 键 词:土石坝  随机地震  永久变形  数值计算
修稿时间:2005/1/23 0:00:00

Permanent Deformation of Embankment Dam Due to Stochastic Seismic Excitation
Liu Hanlong, Qian Jiahuan.Permanent Deformation of Embankment Dam Due to Stochastic Seismic Excitation[J].Journal of Hohai University (Natural Sciences ),1996,24(2):86-91.
Authors:Liu Hanlong  Qian Jiahuan
Abstract:The earthquake excitation is simulated as stationary Gaussian filter white-noiseprocess, on the basis of equivalent nodal force method and stochastic seismic response analysis, the paper presents a method for analysis of permanent deformation of embankmemt damdue to stochastic seismic excitation. and then conducts numerical calculation for Pubugoembankment dam. The calculated results are in accordance with the law of observation.
Keywords:embankment dam  certaintary analysis  stochastic seismic  permanent deformation  equivalent nodal force  average amplitude of vibration  
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