Shaking table 2-D models of a concrete gravity dam
โ Scribed by Harris, David W.; Snorteland, Nathan; Dolen, Timothy; Travers, Fred
- Publisher
- John Wiley and Sons
- Year
- 2000
- Tongue
- English
- Weight
- 674 KB
- Volume
- 29
- Category
- Article
- ISSN
- 0098-8847
No coin nor oath required. For personal study only.
โฆ Synopsis
One of the most famous and studied cases of dams subjected to earthquake loading is the Koyna Dam in India. In this study, a two-dimensional model of Koyna Dam at scale was used on a shake table to simulate e!ects and serve as data for non-linear computer model calibration. A new concrete mix was designed for the non-linear similitude modelling. This new mix provided the correct kinematic failure of concrete at scale. Two models were tested to failure: one with an initial shrinkage crack and one monolith. Reservoir e!ects were not modelled. The results of both models are discussed and compared. The ability to model non-linear e!ects is discussed.
๐ SIMILAR VOLUMES
## Abstract Sefidโrud concrete buttress dam with a height of 106โm was damaged during the devastating 1990 Manjil earthquake. The dam was repaired and strengthened using epoxy grouting of cracks and the installation of postโtensioned anchors. In a previous study, nonlinear seismic response of the