Hydrodynamic Pressure on Rigid Sloping Dams with Two-Segmented Bed during Earthquakes
In this paper the hydrodynamic pressures acting on the surface of a rigid dam during earthquakes are examined analytically. The equations for the earthquake forces on a rigid dam are solved exactly by two-dimensional potential-flow theory;Analytical solution is obtained for the cases where the inclined upstream dam face has a constant slope and the reservoir has a two-segmented bottom,that inclined bottom of the reservoir has a constant slope and thus the reservoir has a trapezoidal shape. This solution is compared with experimental data and numerical solutions with good agreement.
hydrodynamic pressure sloping upstream dam face two segmented bed analytical solution conformal mapping
Mahdi Moarref Reza Attarnejad Hasan Ahmadi Karvigh
MSC.Student,Department of Civil Engineering,University of Tehran,Iran Member of Academic Board,Department of Civil Engineering,University of Tehran,Iran
国际会议
The 1st International Symposium on Rockfill Dams(第一届堆石坝国际研讨会)
成都
英文
843-850
2009-10-18(万方平台首次上网日期,不代表论文的发表时间)