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Hydrodynamic pressures on dams during earthquakes
Intensity, distribution, and frequency characteristics of hydrodynamic pressures acting on dams during earthquakes are discussed; short review of previous work on this subject is presented; general expressions for complete time history of pressures during arbitrary horizontal and vertical ground motions are derived; it is concluded that concept of added mass, moving with dam, to represent hydrodynamic effects is not valid for earthquake-type excitations; it is also shown that significant errors are introduced by ignoring compressibility of water; standard design practice in considering additional water pressures on dams due to earthquakes is compared with theoretical responses.
Hydrodynamic pressures on dams during earthquakes
Intensity, distribution, and frequency characteristics of hydrodynamic pressures acting on dams during earthquakes are discussed; short review of previous work on this subject is presented; general expressions for complete time history of pressures during arbitrary horizontal and vertical ground motions are derived; it is concluded that concept of added mass, moving with dam, to represent hydrodynamic effects is not valid for earthquake-type excitations; it is also shown that significant errors are introduced by ignoring compressibility of water; standard design practice in considering additional water pressures on dams due to earthquakes is compared with theoretical responses.
Hydrodynamic pressures on dams during earthquakes
ASCE -- Proc (J Eng Mechanics Div)
Chopra, A.K. (Autor:in)
1967
19 pages
Aufsatz (Zeitschrift)
Englisch
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