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Preliminary communication

https://doi.org/10.14256/JCE.1454.2015

Investigation of seismic performance of concrete gravity dams using probabilistic analysis

Majid Pasbani Khiavi


Full text: croatian pdf 724 Kb

page 21-29

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Full text: english pdf 723 Kb

page 21-29

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Abstract

The effect of the modulus of elasticity of concrete on seismic behavior of Koyna gravity dam in India is studied in the paper using probabilistic analysis. Numerical model based on the finite element method is used to analyse the base-case scenario involving the dam-reservoir-foundation interaction. The results show that the modulus of elasticity significantly affects seismic behaviour of concrete gravity dams. The results of the analysis are presented as bilinear curves.

Keywords

probabilistic analysis; concrete gravity dam; Monte Carlo; finite element method

Hrčak ID:

175532

URI

https://hrcak.srce.hr/175532

Publication date:

22.2.2017.

Article data in other languages: croatian

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