Građevinar, Vol. 58 No. 06., 2006.
Izvorni znanstveni članak
An analysis of seismic resistance of the Grancarevo concrete dam
Radenko Pejović
Radivoje Mrdak
Ratimir Živaljević
Olga Mijušković
Sažetak
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.
Ključne riječi
Grancarevo concrete dam; numerical model; linear analysis; non-linear analysis; earthquake
Hrčak ID:
6935
URI
Datum izdavanja:
17.7.2006.
Posjeta: 3.106 *