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Original scientific paper

An analysis of seismic resistance of the Grancarevo concrete dam

Radenko Pejović
Radivoje Mrdak
Ratimir Živaljević
Olga Mijušković


Full text: croatian pdf 310 Kb

page 447-453

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Abstract

Some results obtained by calculating stability and safety of the Grančarevo concrete arch dam, as conducted at the Faculty of Civil Engineering in Podgorica, are presented. Two numerical models are used in the analysis: one for the linear and the other for the non-linear behaviour of materials. Both models take into account the interaction between the dam body and its surroundings (rock mass and water in the storage reservoir). This analysis was conducted in order to determine the actual behaviour of the dam when subjected to static and dynamic actions.

Keywords

Grancarevo concrete dam; numerical model; linear analysis; non-linear analysis; earthquake

Hrčak ID:

6935

URI

https://hrcak.srce.hr/6935

Publication date:

17.7.2006.

Article data in other languages: croatian

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