|
|||||
|
|
| 拱坝非线性地震反应分析 | |
| 引用本文： | 何建涛,陈厚群,马怀发.拱坝非线性地震反应分析[J].地震工程与工程振动,2012,32(2):68-73. |
| 作者姓名： | 何建涛 陈厚群 马怀发 |
| 作者单位： | 1. 国核电力规划设计研究院,北京100094;中国水利水电科学研究院工程抗震研究中心,北京100048 2. 中国水利水电科学研究院工程抗震研究中心,北京,100048 3. 中国水利水电科学研究院工程抗震研究中心,北京100048;中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京100038 |
| 基金项目： | 国家自然科学基金项目，水利部公益专项项目 |
| 摘 要： | 以乌东德拱坝为对象,进行了拱坝非线性地震反应分析。结果表明:坝体损伤区域明显大于坝体混凝土按线弹性材料计算时最大主应力超过抗拉强度的区域,说明传统方法低估了拱坝的开裂范围,偏于危险;考虑基岩的非线性后,坝体损伤总体上要有所减小;坝基岩体剪胀角对坝基岩体的屈服和坝体混凝土的损伤都有影响,但是规律不明确,因此应该进行基岩剪胀角的敏感性分析。 |
| 关 键 词： | 拱坝 地震响应 材料非线性 |
The nonlinear seismic response analysis of arch dam |
|
| HE Jiantao , CHEN Houqun , MA Huaifa.The nonlinear seismic response analysis of arch dam[J].Earthquake Engineering and Engineering Vibration,2012,32(2):68-73. | |
| Authors: | HE Jiantao CHEN Houqun MA Huaifa |
| Institution: | 2,3 (1.State Nuclear Electric Power Planning Design & Research Institue,Beijing 100094,China;2.Earthquake Engineering Research Center,Institute of Water Resources and Hydropower Research,Beijing 100048,China;3.Sate Key Laboratory of Simulation and Reguulation of Water Cycle in River Basin,Institute of Water Resources and Hydropower Research,Beijing 100038,China) |
| Abstract: | The nonlinear seismic response analysis of Wudongde arch dam is reported in the paper.Results show that the simulated dam damage area is significantly greater than the area where the dam maximum principal stress exceeds the dam tensile strength by treating the arch dam as the traditional linear elastic material model.Therefore,the traditional method underestimates the arch dam cracking area and its danger.The dam overall damage is reduced after considering the nonlinear of bedrock.The dam foundation rock’s dilatancy angle has effect on the yield of the dam foundation rock and the damage to the dam concrete.However,the changing law is not clear,therefore,the sensitivity analysis of the bedrock’s dilatancy angle should be conducted. |
| Keywords: | arch dam seismic response material nonlinearity |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |