Water Compressibility in Earthquake Response of Arch Dams
Authors:
- 1 May 1987
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Structural Engineering
- Vol. 113 (5) , 958-975
Abstract
The earthquake responses of an arch dam are presented for a range of values of the Younǵs modulus of the dam, three different width‐to‐height ratios, and two values of the dam thickness. Study of these response results demonstrates that: the key parameter that determines the significance of water compressibility in the earthquake response of arch dams is Ωr, the ratio of the fundamental resonant frequency of the water in the infinite channel of the reservoir to that of the dam alone; the effects of water compressibility become insignificant for the larger values of Ωr; but for most dams, the Ωr value is smaller and thus these effects should be considered in their earthquake response analysis.Keywords
This publication has 9 references indexed in Scilit:
- Frequency response functions for arch dams: Hydrodynamic and foundation flexibility effectsEarthquake Engineering & Structural Dynamics, 1986
- Hydrodynamic and Foundation Flexibility Effects in Earthquake Response of Arch DamsJournal of Structural Engineering, 1986
- Study of the earthquake response of pine flat damEarthquake Engineering & Structural Dynamics, 1986
- Earthquake analysis of arch dams including dam–water interaction, reservoir boundary absorption and foundation flexibilityEarthquake Engineering & Structural Dynamics, 1986
- Effects of reservoir bottom absorption on earthquake response of concrete gravity damsEarthquake Engineering & Structural Dynamics, 1983
- Dynamic Analysis of Arch Dams Including Hydrodynamic EffectsJournal of Engineering Mechanics, 1983
- Hydrodynamic effects in dynamic response of simple arch damsEarthquake Engineering & Structural Dynamics, 1982
- THE SEISMIC DESIGN STUDY OF A DOUBLE CURVATURE ARCH DAM.Proceedings of the Institution of Civil Engineers, 1969
- Earthquake Behavior of Reservoir-Dam SystemsJournal of the Engineering Mechanics Division, 1968