Static analysis of an arch gravity dam -A Case Study

Ве молиме користете го овој идентификатор да го цитирате или поврзете овој запис: http://hdl.handle.net/20.500.12188/8540

DC Field	Value	Language
dc.contributor.author	Mitovski S., Petkovski L., Panovska F.,	en_US
dc.date.accessioned	2020-06-14T18:26:27Z	-
dc.date.available	2020-06-14T18:26:27Z	-
dc.date.issued	2019-10	-
dc.identifier.uri	http://hdl.handle.net/20.500.12188/8540	-
dc.description.abstract	The Janneh dam is designed as an arch-gravity Roller Compacted Concrete dam (H=157 m), currently under construction in Lebanon. It was initially designed as a straight-gravity dam. However, due to seismic reasons, its layout has been curved. In the paper is performed numerical static analysis of dam Janneh, by spatial (3D) numerical models. Namely, the model consists of dam body and rock foundation. The analysis were executed by application of code SOFiSTiK. The behaviour of the contact zone dam-foundation was simulated by interface elements of type spring, by specifying input parameters for non-linear behaviour of the zone. The obtained results are compared with output results from executed analysis from different calculation codes.	en_US
dc.language.iso	en	en_US
dc.publisher	Macedonian Committee on Large Dams - Skopje	en_US
dc.relation.ispartofseries	;ISBN 978-608-65373-8-8	-
dc.title	Static analysis of an arch gravity dam -A Case Study	en_US
dc.type	Article	en_US
dc.type	Proceeding article	en_US
dc.relation.conference	12th Conference of water economy and hydrotechnics, Skopje, RN Macedonia	en_US
item.fulltext	With Fulltext	-
item.grantfulltext	open	-
Appears in Collections:	Faculty of Civil Engineering: Conference papers