| 基于ANSYS的拱坝模态分析 |
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| 引用本文： | 冯涛,李庆亮,孙大为.基于ANSYS的拱坝模态分析[J].河南科学,2011,29(9):1081-1084. |
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| 作者姓名： | 冯涛 李庆亮 孙大为 |
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| 作者单位： | 河南省水利勘测设计研究有限公司,郑州,450016 |
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| 摘 要： | 建立了长岭水库拱坝有限元模型,并根据Westergaard公式编制程序在迎水面面板上施加流固耦合引起的“附加质量”.在模态分析中,计算了拱坝加固前后的自振频率,讨论了“附加质量”对拱坝自振特性的影响,为拱坝除险加固设计提供了参考依据.计算结果表明,结构加固后,显著提高了拱坝的抗震性能.
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| 关 键 词： | 拱坝 附加质量 结构加固 模态分析 |
Application of ANSYS to Modal Analysis of Arch Dam |
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| Feng Tao,Li Qingliang,Sun Dawei.Application of ANSYS to Modal Analysis of Arch Dam[J].Henan Science,2011,29(9):1081-1084. |
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| Authors: | Feng Tao Li Qingliang Sun Dawei |
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| Institution: | Feng Tao,Li Qingliang,Sun Dawei(Henan Water and Power Consulting Engineering Co.,Ltd.,Zhengzhou 450016,China) |
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| Abstract: | The free vibration characteristics of Changling arch dam are studied by three-dimensional finite element analysis.According to Westergaard expressions,the additional mass due to fluid-structure coupling motion is taken into account.The free vibration frequencies of the Changling arch dam before and after structure reinforcement are calculated.The influences of additional mass on the arch dam are discussed so as to provide scientific basis for the structure reinforcement of the arch dam.The study shows that ... |
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| Keywords: | arch dam additional mass structure reinforcement modal analysis |
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