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UDK: 627.825.001.2:550.34
DOI: n/a

Published: Građevinar 58 (2006) 6
Paper type: Original scientific paper
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An analysis of seismic resistance of the Grancarevo concrete dam

Radenko Pejović, Radivoje Mrdak, Ratimir Živaljević, Olga Mijušković

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
linear analysis, non-linear analysis, Grancarevo concrete dam, numerical model

HOW TO CITE THIS ARTICLE:

Pejović, R., Mrdak, R., Živaljević, R., Mijušković, O.: An analysis of seismic resistance of the Grancarevo concrete dam, GRAĐEVINAR, 58 (2006) 6

OR:

Pejović, R., Mrdak, R., Živaljević, R., Mijušković, O. (2006). An analysis of seismic resistance of the Grancarevo concrete dam, GRAĐEVINAR, 58 (6)
Authors:

Radenko Pejović
University of Monte Negro,
Faculty of Civil Engineering in Podgorica

Radivoje Mrdak
University of Monte Negro,
Faculty of Civil Engineering in Podgorica

Ratimir Živaljević
University of Monte Negro,
Faculty of Civil Engineering in Podgorica
+Olga Mijuskovic
Olga Mijušković
University of Monte Negro,
Faculty of Civil Engineering in Podgorica