{"?xml":{"@version":"1.0"},"edm:RDF":{"@xmlns:dc":"http://purl.org/dc/elements/1.1/","@xmlns:edm":"http://www.europeana.eu/schemas/edm/","@xmlns:wgs84_pos":"http://www.w3.org/2003/01/geo/wgs84_pos","@xmlns:foaf":"http://xmlns.com/foaf/0.1/","@xmlns:rdaGr2":"http://rdvocab.info/ElementsGr2","@xmlns:oai":"http://www.openarchives.org/OAI/2.0/","@xmlns:owl":"http://www.w3.org/2002/07/owl#","@xmlns:rdf":"http://www.w3.org/1999/02/22-rdf-syntax-ns#","@xmlns:ore":"http://www.openarchives.org/ore/terms/","@xmlns:skos":"http://www.w3.org/2004/02/skos/core#","@xmlns:dcterms":"http://purl.org/dc/terms/","edm:WebResource":[{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:doc-L05NYM8F/11e5f83e-635c-4f88-8422-a1c626838d58/PDF","dcterms:extent":"1552 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:doc-L05NYM8F/4145a3d3-ccde-4da2-acd1-1fe772640481/TEXT","dcterms:extent":"30 KB"}],"edm:TimeSpan":{"@rdf:about":"1999-2025","edm:begin":{"@xml:lang":"en","#text":"1999"},"edm:end":{"@xml:lang":"en","#text":"2025"}},"edm:ProvidedCHO":{"@rdf:about":"URN:NBN:SI:doc-L05NYM8F","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/URN:NBN:SI:spr-WP8SPN4L"},{"@xml:lang":"sl","#text":"Acta hydrotechnica"}],"dcterms:issued":"2019","dc:creator":["Ghafoori, Yaser","Kryžanowski, Andrej","Zupan, Dejan"],"dc:format":[{"@xml:lang":"sl","#text":"letnik:32"},{"@xml:lang":"sl","#text":"številka:56"},{"@xml:lang":"sl","#text":"str. 45-57"}],"dc:identifier":["ISSN:1581-0267","COBISSID_HOST:8906849","URN:URN:NBN:SI:doc-L05NYM8F"],"dc:language":"sl","dc:publisher":{"@xml:lang":"sl","#text":"Fakulteta za gradbeništvo in geodezijo"},"dc:subject":[{"@xml:lang":"en","#text":"arch dam"},{"@xml:lang":"en","#text":"civil engineering"},{"@xml:lang":"en","#text":"displacement"},{"@xml:lang":"en","#text":"finite element"},{"@xml:lang":"sl","#text":"gradbeništvo"},{"@xml:lang":"sl","#text":"hidrotehnika"},{"@xml:lang":"en","#text":"hydrotechnics"},{"@xml:lang":"sl","#text":"končni elementi"},{"@xml:lang":"sl","#text":"ločna pregrada"},{"@xml:lang":"sl","#text":"napetosti"},{"@xml:lang":"sl","#text":"pomiki"},{"@xml:lang":"en","#text":"static analysis"},{"@xml:lang":"sl","#text":"statična analiza"},{"@xml:lang":"en","#text":"stress"}],"dcterms:temporal":{"@rdf:resource":"1999-2025"},"dc:title":{"@xml:lang":"sl","#text":"Static analysis of a high arch dam| Statične analize visoke ločne pregrade|"},"dc:description":[{"@xml:lang":"sl","#text":"The paper presents the design and static analysis of a high arch dam. A feasibility study was conducted on the dam in the 90s and a preliminary layout was designed. However, the dams construction phase has been never started. In this paper, the design and layout of the dam under consideration are in accordance with the US manuals for the design of arch dams. The structures three-dimensional model was entered into the program SAP2000 and three-dimensional solid finite elements were used to discretize the model. This paper considers the hydrostatic pressure of the water reservoir and concrete self-weight. The analysis was performed for both the maximum and the minimum designed water level and for the case when the reservoir is empty. Special attention is given to the boundary conditions of the dam at its abutments and foundation. The results show that the planned layout is good for the dams construction. The arch dams curve transfers the loads to the abutments. The significant role of the foundation rigidity and the reservoir water level in the stress distribution and nodal displacements within the arch dam is observed"},{"@xml:lang":"sl","#text":"V prispevku predstavljamo zasnovo in izvedbo statične analize ločne pregrade. Študija temelji na tehnični zasnovi ločne pregrade iz predinvesticijskega elaborata in idejne zasnove iz 90. let prejšnjega stoletja. Dejansko do uresničitve projekta kasneje ni nikoli prišlo. Zasnova konstrukcije in njena prostorska umestitev sta bili izvedeni v skladu z določili ameriških priporočil za načrtovanje ločnih pregrad. Za pripravo numeričnega modela smo uporabili prostorski končni element in izvedli statično analizo z uporabo računskega programa SAP2000. V analizi smo upoštevali hidrostatični tlak vode v akumulaciji in lastno težo konstrukcije. V računu smo predpostavili skrajni možni obratovalni stanji, z maksimalno in minimalno gladino v akumulaciji, in računski primer, ko je zadrževalnik prazen. Posebno pozornost smo namenili analizi robnih pogojev na bokih pregrade, v točki vpetišča objekta in temeljne podlage. Rezultati so potrdili ustreznost konstrukcijske zasnove pregrade. Pri ločnih pregradah se obtežba z izkoriščanjem ločnega efekta prenaša neposredno v hribinsko podlago. Pri tem sta ključnega pomena togost hribinske podlage in obratovalna gladina, ki vplivata na porazdelitev napetosti v telesu pregrade in pomike konstrukcije"}],"edm:type":"TEXT","dc:type":[{"@xml:lang":"sl","#text":"znanstveno časopisje"},{"@xml:lang":"en","#text":"journals"},{"@rdf:resource":"http://www.wikidata.org/entity/Q361785"}]},"ore:Aggregation":{"@rdf:about":"http://www.dlib.si/?URN=URN:NBN:SI:doc-L05NYM8F","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:doc-L05NYM8F"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:doc-L05NYM8F/11e5f83e-635c-4f88-8422-a1c626838d58/PDF"},"edm:rights":{"@rdf:resource":"http://creativecommons.org/licenses/by-nc-sa/4.0/"},"edm:provider":"Slovenian National E-content Aggregator","edm:intermediateProvider":{"@xml:lang":"en","#text":"National and University Library of Slovenia"},"edm:dataProvider":{"@xml:lang":"sl","#text":"Univerza v Ljubljani, Fakulteta za gradbeništvo in geodezijo"},"edm:object":{"@rdf:resource":"http://www.dlib.si/streamdb/URN:NBN:SI:doc-L05NYM8F/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:doc-L05NYM8F"}}}}