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库底饱和淤积砂层对高拱坝地震反应的影响研究
引用本文:王进廷,唐庆,杜修力.库底饱和淤积砂层对高拱坝地震反应的影响研究[J].水力发电学报,2006,25(2):11-15.
作者姓名:王进廷  唐庆  杜修力
作者单位:1. 清华大学水利水电工程系,北京,100084
2. 北京工业大学工程抗震与结构诊治实验室,北京,100022
基金项目:中国科学院资助项目;北京市教委科技发展计划项目
摘    要:本文中采用时域显式有限元方法,将库底淤积砂层模拟为重流体,以小湾拱坝为例,分析可压缩库水条件下库底饱和淤积砂层对高拱坝地震反应的影响。计算结果表明,从总体上来说饱和淤砂层的存在对高拱坝地震反应影响较小,但是仍有一些局部反应的变化值得注意。

关 键 词:水工结构  地震反应  时域显式有限元  拱坝-可压缩库水-地基系统  饱和淤砂层
收稿时间:2005-01-06
修稿时间:2005年1月6日

Analysis of the saturated sediment effect on the seismic response of high arch dams
WANG Jinting,TANG Qing,DU Xiuli.Analysis of the saturated sediment effect on the seismic response of high arch dams[J].Journal of Hydroelectric Engineering,2006,25(2):11-15.
Authors:WANG Jinting  TANG Qing  DU Xiuli
Affiliation:1. Dept. of Hydraulic Engrg., Tsinghua University, Beijing 100084 ; 2. Beijing University of Technology, Beijing 100022
Abstract:Taking the Xiaowan arch dam as an example,the effects of saturated sediment on the seismic response of high arch dams are analyzed by using the time-domain explicit finite element model and modeling sediment media as the heavy fluid.The computation results show that,as a whole,the effects of the saturated sediment layer are ignorable.However,the presence of the sediment layer maybe causes some local changes which are worthy to be noticed.
Keywords:hydraulic structure  seismic response  explicit finite element model in the time domain  arch dam-compressible water-foundation system  saturated sediment
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