Experimental and finite element studies of the forced vibration response of morrow point dam
- 1 October 1988
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 16 (7) , 1021-1039
- https://doi.org/10.1002/eqe.4290160706
Abstract
Measured accelerations and water pressures obtained during a recent forced vibration test on a large thin arch dam at high water are compared to predictions from a finite element model for which water compressibility is both included and neglected. The numerical model is calibrated using the antisymmetric response data because they are only slightly affected by water compressibility; good agreement is obtained. In the effort to reproduce the symmetric response data, for which water compressibility plays a strong role, the calibrated model shows better correlation when water compressibility is included, but the agreement is still inadequate. A successful isolation of the fundamental water resonance from the experimental data shows significantly different features from those of the numerical water model, indicating possible inaccuracy in the assumed geometry and/or boundary conditions for the reservoir. Some other results at low water level are also included.Keywords
This publication has 5 references indexed in Scilit:
- The dynamic and earthquake behaviour of concrete dams: review of experimental behaviour and observational evidenceSoil Dynamics and Earthquake Engineering, 1988
- Water Compressibility in Earthquake Response of Arch DamsJournal of Structural Engineering, 1987
- Vibration tests on emosson arch dam, SwitzerlandEarthquake Engineering & Structural Dynamics, 1982
- Mathematical models for the dynamic analysis of concrete gravity damsEarthquake Engineering & Structural Dynamics, 1974
- Earthquake Behavior of Reservoir-Dam SystemsJournal of the Engineering Mechanics Division, 1968