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Prethodno priopćenje

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

Investigation of seismic performance of concrete gravity dams using probabilistic analysis

Majid Pasbani Khiavi


Puni tekst: hrvatski pdf 724 Kb

str. 21-29

preuzimanja: 313

citiraj

Puni tekst: engleski pdf 723 Kb

str. 21-29

preuzimanja: 555

citiraj


Sažetak

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.

Ključne riječi

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

Hrčak ID:

175532

URI

https://hrcak.srce.hr/175532

Datum izdavanja:

22.2.2017.

Podaci na drugim jezicima: hrvatski

Posjeta: 1.435 *