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地震作用下心墙堆石坝动力响应分析
引用本文:徐晗,饶锡保,黄斌,潘家军. 地震作用下心墙堆石坝动力响应分析[J]. 水电能源科学, 2012, 30(1): 57-58,56
作者姓名:徐晗  饶锡保  黄斌  潘家军
作者单位:长江科学院 水利部岩土力学与工程重点实验室,湖北武汉,430010
基金项目:长江科学院中央级公益科研院所基本科研业务费基金资助项目(CKSF2011021/YT,CKSF2010002)
摘    要:以西部地区某心墙堆石坝工程为例,在对大坝进行三维非线性静力分析的基础上,采用非线性动力有限元法对心墙堆石坝在地震作用下的响应做了数值分析研究,获得了坝体动应力、动位移、加速度等分布规律,并评价了土石坝的抗震安全性,为工程设计提供了参考依据。

关 键 词:心墙堆石坝; 动力响应; 坑震安全性; 地震

Dynamic Response Analysis of Core Rockfill Dam under Condition of Earthquake
XU Han,RAO Xibao,HUANG Bin and PAN Jiajun. Dynamic Response Analysis of Core Rockfill Dam under Condition of Earthquake[J]. International Journal Hydroelectric Energy, 2012, 30(1): 57-58,56
Authors:XU Han  RAO Xibao  HUANG Bin  PAN Jiajun
Affiliation:(Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources, Changjiang River Scientific Research Institute,Wuhan 430010,China)
Abstract:Taking core rockfill dam in West area for an example, based on three-dimensional nonlinear static analysis, nonlinear dynamic FEM is adopted to analyze the dynamic response of core rockfill dam under the condition of earthquake. The result reveals the law of dynamic stress, dynamic displacement and acceleration distribution of dam body; the aseismic safety of earth-rockfill dam is evaluated. Thus, it provides reference for design of practical engineering.
Keywords:core rockfill dam   dynamic response   seismic safety   earthquake
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