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重力坝动水压力与地震干扰频率的关系
引用本文:王忠,柴贺军,刘浩吾.重力坝动水压力与地震干扰频率的关系[J].成都理工大学学报(自然科学版),2002,29(1):101-104.
作者姓名:王忠  柴贺军  刘浩吾
作者单位:四川大学水电学院,成都,610065
摘    要:地震时大坝坝体与水体的动力作用是水工抗震分析中的重要问题 ,特别是水体的可压缩性对动水压力的影响一直是水工结构设计和研究者所关心的问题。作者从解析解和有限元数值解的角度详细分析了库水动水压力与干扰频率的关系 ,实际的计算表明 ,高坝的抗震安全性设计时考虑该因素是完全必要的

关 键 词:动水压力  有限元  干扰频率  辐射边界
文章编号:1005-9539(2002)01-0101-04
修稿时间:2000年12月12日

THE RELATIONSHIP OF HYDRODYNAMIC PRESSURES ON STRUCTURES WITH THE EXCITATION FREQUENCY
WANG Zhong,CHAI He jun,LIU Hao wu.THE RELATIONSHIP OF HYDRODYNAMIC PRESSURES ON STRUCTURES WITH THE EXCITATION FREQUENCY[J].Journal of Chengdu University of Technology: Sci & Technol Ed,2002,29(1):101-104.
Authors:WANG Zhong  CHAI He jun  LIU Hao wu
Abstract:It is an important problem in engineering to analyze the hydrodynamic effect of earthquakes (specially the influence of compressibility of water) on structures. This paper uses the analytical solution and finite element to analyze the two dimensional response of structure reservoir system subjected to horizontal ground motion. The compressibility of water is taken into account. Comparing with the incompressibility of water, if the earthquake's frequency is close to the first mode of the water, the influence of compressibility of water is large. Even if the earthquake's frequency is equal to the first mode of water, resonance will happen. So it can be concluded that the effect of compressibility of water is considerable for designing dam, specially the high dam.
Keywords:hydrodynamics  finite element  excitation frequency  radiation boundary condition
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