<?xml version="1.0"?><rdf: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-AQMNUTS6/882bdb98-7c52-41fc-aed5-736c65b7ce2e/HTML"><dcterms:extent>485 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-AQMNUTS6/bc3482-94962-c5417ba0-5eeb7cff6482-b/PDF"><dcterms:extent>37777 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-AQMNUTS6/a473ae51-87ce-4a3e-ae1c-3f5a9233782b/TEXT"><dcterms:extent>441 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-AQMNUTS6/97960d53-f6a7-4cde-98b8-e3c20d74da8c/WEB"><dcterms:extent>0 KB</dcterms:extent></edm:WebResource><edm:ProvidedCHO rdf:about="URN:NBN:SI:DOC-AQMNUTS6"><dcterms:issued>1953</dcterms:issued><dc:contributor>Kuhelj, Anton</dc:contributor><dc:creator>Turk, Srđan</dc:creator><dc:identifier>COBISSID:248686080</dc:identifier><dc:identifier>URN:URN:NBN:SI:doc-AQMNUTS6</dc:identifier><dc:language>sl</dc:language><dc:source xml:lang="sl">visokošolska dela</dc:source><dc:subject xml:lang="sl">disertacije</dc:subject><dc:subject xml:lang="sl">elastične planparalelne izotropne plošče</dc:subject><dc:subject xml:lang="sl">gradbena statika</dc:subject><dc:subject xml:lang="sl">izračuni</dc:subject><dc:subject xml:lang="sl">plošče</dc:subject><dc:subject xml:lang="sl">transferzalna obtežba</dc:subject><dc:title xml:lang="sl">Statični proračun elastičnih planparalelnih izotropnih plošč pri transverzalni obtežbi, na osnovi splošne uporabe biharmoničnih funkcij, ki imajo siguralne točke v končnosti| elaborat| (uporaba splošne singularitetne metode)|</dc:title><edm:type>TEXT</edm:type><dc:type xml:lang="sl">visokošolska dela</dc:type><dc:type xml:lang="en">theses and dissertations</dc:type><dc:type rdf:resource="http://www.wikidata.org/entity/Q1266946" /></edm:ProvidedCHO><ore:Aggregation rdf:about="http://www.dlib.si/?URN=URN:NBN:SI:DOC-AQMNUTS6"><edm:aggregatedCHO rdf:resource="URN:NBN:SI:DOC-AQMNUTS6" /><edm:isShownBy rdf:resource="http://www.dlib.si/stream/URN:NBN:SI:DOC-AQMNUTS6/bc3482-94962-c5417ba0-5eeb7cff6482-b/PDF" /><edm:rights rdf:resource="http://rightsstatements.org/vocab/InC/1.0/" /><edm:provider>Slovenian National E-content Aggregator</edm:provider><edm:intermediateProvider xml:lang="en">National and University Library of Slovenia</edm:intermediateProvider><edm:dataProvider xml:lang="sl">Univerza v Ljubljani, Fakulteta za gradbeništvo in geodezijo</edm:dataProvider><edm:object rdf:resource="http://www.dlib.si/streamdb/URN:NBN:SI:DOC-AQMNUTS6/maxi/edm" /><edm:isShownAt rdf:resource="http://www.dlib.si/details/URN:NBN:SI:DOC-AQMNUTS6" /></ore:Aggregation></rdf:RDF>