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基于比例边界有限元的拱坝动水压力计算
Hydrodynamic Pressure Calculation of Arch Dam Based on Scaled Boundary Finite Element Method
【摘要】 基于比例边界有限元法,采用Schur分解法计算了不同级别坝高、不同库底和岸坡吸收系数的拱坝各个方向单位地震加速度激励的数值,获得了坝面考虑库水可压缩性的总体动水压力,并分析了坝高对动水压力的影响。
【Abstract】 Based on scaled boundary finite element method,Schur decomposition method is applied to calculate unit earthquake acceleration excited values of arch dam in each direction for different cases with various dam height levels and absorbability factors of reservoir bottoms and bank slope.Then the whole hydrodynamic pressure of dam facing is obtained by considering water compressibility of reservoir.Finally,the influence of dam height levels on hydrodynamic pressure is discussed in detail.
【关键词】 动水压力;
比例边界有限元方法;
库底吸收;
拱坝;
水的可压缩性;
无限域;
【Key words】 hydrodynamic pressure; scaled boundary finite element method; absorbability of reservoir bottoms; arch dam; water compressibility; unbounded domain;
【Key words】 hydrodynamic pressure; scaled boundary finite element method; absorbability of reservoir bottoms; arch dam; water compressibility; unbounded domain;
【基金】 国家自然科学基金资助项目(90510018)
- 【文献出处】 水电能源科学 ,Water Resources and Power , 编辑部邮箱 ,2011年02期
- 【分类号】TV312
- 【被引频次】4
- 【下载频次】155