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Hydrodynamic pressures generated on high gravity dams, both vertical and inclined to vertical, due to vertical earthquake motions were obtained numerically by using `finite element' method; dynamic pressures due to steady-state vertical ground motion were determined for frequencies of motion both higher and lower than fundamental frequency of reservoir system; effect of linearized condition at free surface of reservoir on dynamic pressures; subsequent use of pressures for computing pressure responses due to arbitrary vertical motions is discussed. (22123)
Hydrodynamic pressures generated on high gravity dams, both vertical and inclined to vertical, due to vertical earthquake motions were obtained numerically by using `finite element' method; dynamic pressures due to steady-state vertical ground motion were determined for frequencies of motion both higher and lower than fundamental frequency of reservoir system; effect of linearized condition at free surface of reservoir on dynamic pressures; subsequent use of pressures for computing pressure responses due to arbitrary vertical motions is discussed. (22123)
Hydrodynamic pressures on high dams due to vertical earthquake motions
Proc Inst Civ Eng
Nath, B. (author)
1969
9 pages
Article (Journal)
English
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