面板堆石坝坝顶加速度沿坝轴线分布规律  

Research on distribution of horizontal acceleration along axis of concrete-faced rockfill dam

作　　者：周晖[1] 李俊杰[1] 康飞[1] 

机构地区：[1]大连理工大学建设工程学部水利水电研究所,辽宁大连116024

出　　处：《岩土力学》2010年第5期1534-1538,共5页Rock and Soil Mechanics

基　　金：高土石坝地震灾变模拟及安全控制方法研究(No.90815024)

摘　　要：对面板堆石坝进行三维动力反应计算分析,采用等价线性化模型以不同坝体高度、不同河谷形状为对象,研究了输入不同地震波坝体的反应。结果表明,在坝高相同、基础输入加速度不变情况下,随河谷宽度增加,坝顶坝轴线最大加速度位置由中间向两岸对称移动;对狭窄河谷,最大加速度在坝轴线中间坝顶部位,对宽阔河谷,最大加速度在靠近两岸的部位,这一结果否定了以往对宽河谷采用二维动力计算结果的做法。进而提出对高面板堆石坝,地震反应除应给出沿坝高的地震放大系数外,还应给出沿坝轴线的地震放大系数。3-D dynamical response analysis of concrete-faced rockfill dam is presented.Using equivalent-linear model,for different dam heights and different shapes of river valley,the responses of dam subjected to different seismic wave inputs have been studied.The results show that on the condition of the same dam height and the base acceleration excitations unchanged,with the increase of the river valley width,the position of the maximum acceleration on the axis of the top moves from the middle to the riversides symmetrically.To the narrow river valley,the position of the maximum acceleration which occurs near the riversides to the wide valley is on the middle of the axis at the top.The result negates the application of 2-D dynamical computation for wide valleys,and shows that for the seismic response of high concrete-faced rockfill dams,the seismic amplification factor along the axis should be given,except for that along the dam heights.

关 键 词：面板堆石坝 三维动力反应分析 等价线性化方法 地震放大系数 最大加速度 

分 类 号：TV641.43[水利工程—水利水电工程] P315[天文地球—地震学]