{"?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-QAOIK24K/eec669a0-dcc0-480b-8ca1-9728c41465b7/PDF","dcterms:extent":"1077 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:doc-QAOIK24K/e52edf83-ac8e-4737-a418-44eb7131f8fc/TEXT","dcterms:extent":"34 KB"}],"edm:TimeSpan":{"@rdf:about":"1951-2026","edm:begin":{"@xml:lang":"en","#text":"1951"},"edm:end":{"@xml:lang":"en","#text":"2026"}},"edm:ProvidedCHO":{"@rdf:about":"URN:NBN:SI:doc-QAOIK24K","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/URN:NBN:SI:spr-OE4S1HGI"},{"@xml:lang":"sl","#text":"Gradbeni vestnik"}],"dcterms:issued":"2014","dc:creator":["Brank, Boštjan","Jukić, Miha"],"dc:format":[{"@xml:lang":"sl","#text":"številka:6"},{"@xml:lang":"sl","#text":"letnik:63"},{"@xml:lang":"sl","#text":"str. 13-22"}],"dc:identifier":["ISSN:0017-2774","COBISSID:6476385","URN:URN:NBN:SI:doc-QAOIK24K"],"dc:language":"sl","dc:publisher":{"@xml:lang":"sl","#text":"Zveza društev gradbenih inženirjev in tehnikov Slovenije"},"dc:subject":[{"@xml:lang":"sl","#text":"armiranobetonski okvir"},{"@xml:lang":"en","#text":"failure analysis"},{"@xml:lang":"en","#text":"finite element method"},{"@xml:lang":"sl","#text":"metoda končnih elementov"},{"@xml:lang":"sl","#text":"porušna analiza"},{"@xml:lang":"en","#text":"reinforced concrete frame"}],"dcterms:temporal":{"@rdf:resource":"1951-2026"},"dc:title":{"@xml:lang":"sl","#text":"Postopek za porušno analizo ravninskih armiranobetonskih nosilcev in okvirjev| A procedure for failure analysis of planar reinforced concrete beams and frames|"},"dc:description":[{"@xml:lang":"sl","#text":"A procedure for failure analysis of reinforced concrete planar beams and frames is presented. It is based on a modified Timoshenko beam finite element. Chosen material models take into account main phenomena of inelastic response of a reinforced concrete frame member: concrete damage by cracking in tension and crushing in compression, and longitudinal steel yielding and failure. Material data needed for the analysis can be obtained either by standardized tests on concrete and steel or from the Eurocodes and other relevant publications. The results of computed examples are presented. They illustrate very satisfying performance of the derived procedure that turned out to be robust and able to nicely describe material failure process in reinforced concrete frames and beams at large load levels"},{"@xml:lang":"sl","#text":"Opisan je postopek za porušno analizo armiranobetonskih ravninskih nosilcev in okvirjev. Zasnovan je na modificiranem Timošenkovem končnem elementu za nosilce. Uporabljene enačbe snovi modelirajo osnovne neelastične pojave v armiranobetonskem linijskem konstrukcijskem elementu: pokanje betona v nategu, drobljenje betona v tlaku ter plastično tečenje in odpoved vzdolžne jeklene armature. Podatke o kvaliteti betona in jekla, ki so potrebni za analizo, se lahko dobi ali s standardiziranimi preskusi betona in armature ali iz Evrokodov in drugih ustreznih publikacij. Prikazani so rezultati izračunanih primerov, ki kažejo na to, da je postopek robusten in da lepo opiše proces porušitve armiranobetonskih linijskih konstrukcij pri velikih obtežbah"}],"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-QAOIK24K","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:doc-QAOIK24K"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:doc-QAOIK24K/eec669a0-dcc0-480b-8ca1-9728c41465b7/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":"Zveza društev gradbenih inženirjev in tehnikov Slovenije"},"edm:object":{"@rdf:resource":"http://www.dlib.si/streamdb/URN:NBN:SI:doc-QAOIK24K/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:doc-QAOIK24K"}}}}