{"?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-05EN3VD8/23141649-7e7b-4c86-ada8-05e62eae89f0/PDF","dcterms:extent":"8674 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:doc-05EN3VD8/25274fc9-1213-4588-bd14-b10253a9a22c/TEXT","dcterms:extent":"26 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-05EN3VD8","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/URN:NBN:SI:spr-OE4S1HGI"},{"@xml:lang":"sl","#text":"Gradbeni vestnik"}],"dcterms:issued":"2023","dc:creator":["Filipič, Aleš","Gotovčević, Tatjana","Pipenbaher, Marjan","Weingerl, Tomaž"],"dc:format":[{"@xml:lang":"sl","#text":"številka:letn. 72"},{"@xml:lang":"sl","#text":"str. 206-216"}],"dc:identifier":["ISSN:0017-2774","COBISSID_HOST:183128067","URN:URN:NBN:SI:doc-05EN3VD8"],"dc:language":"sl","dc:publisher":[{"@xml:lang":"sl","#text":"Matična sekcija gradbenih inženirjev Inženirske zbornice Slovenije"},{"@xml:lang":"sl","#text":"Zveza društev gradbenih inženirjev in tehnikov Slovenije"}],"dc:subject":[{"@xml:lang":"en","#text":"geotechnical anchors"},{"@xml:lang":"sl","#text":"geotehnična sidra"},{"@xml:lang":"en","#text":"load testing"},{"@xml:lang":"sl","#text":"most"},{"@xml:lang":"sl","#text":"natezni trak"},{"@xml:lang":"sl","#text":"obremenilna preizkušnja"},{"@xml:lang":"sl","#text":"predizdelani elementi"},{"@xml:lang":"sl","#text":"prednapenjanje"},{"@xml:lang":"en","#text":"prefabricated elements"},{"@xml:lang":"en","#text":"prestressing"},{"@xml:lang":"en","#text":"stress ribbon bridge"}],"dcterms:temporal":{"@rdf:resource":"1951-2026"},"dc:title":{"@xml:lang":"sl","#text":"Prvi most, grajen po tehnologiji nateznega traku v Sloveniji| First stress ribbon bridge in Slovenia|"},"dc:description":[{"@xml:lang":"sl","#text":"The article presents the design and construction of a footbridge over the Krka River at Irča vas. It is the realization of the winning proposal in the open competition organized by the Municipality of Novo mesto in 2017. The bridge was built using Stress Ribbon Bridge technology and is the first bridge of this type built in Slovenia. The width of the bridge is 4 meters, the thickness of the deck, with a span of 131 meters, is only 42 centimeters. To increase the durability of the structure, tendons installed in grouted HDPE ducts were used for first time in the world. The technologically extremely demanding construction, implementing innovative technological solutions, lasted 20 months and was carried out by the joint venture JV CGP, d. d., and Freyssinet Adria, d. o. o. After the completion of the construction, a load testing with static and dynamic loads was carried out and a comparison of the calculated and measured results was performed"},{"@xml:lang":"sl","#text":"V prispevku je prikazana zasnova in gradnja mostu za pešce in kolesarje čez reko Krko v Irči vasi. Gre za realizacijo prvonagrajene rešitve natečaja, ki ga je v letu 2017 izvedla Občina Novo mesto. Most je zgrajen po tehnologiji nateznih trakov in je prvi izvedeni most tega tipa v Sloveniji. Širina mostu znaša 4 metre, debelina pohodne konstrukcije z razponom 131 metrov pa le 42 centimetrov. Za povečanje trajnosti konstrukcije so bili prvič na svetu uporabljeni kabli v zainjektiranih HDPE-ceveh. Tehnološko izredno zahtevna gradnja, pri kateri so bile uporabljene inovativne tehnološke rešitve, je trajala 20 mesecev in jo je izvedlo skupno podjetje JV CGP, d. d., in Freyssinet Adria, d. o. o. Po končani gradnji sta bili izvedeni obremenilna preizkušnja s statičnimi in dinamičnimi obtežbami ter primerjava računskih in izmerjenih rezultatov obremenilne preizkušnje"}],"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-05EN3VD8","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:doc-05EN3VD8"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:doc-05EN3VD8/23141649-7e7b-4c86-ada8-05e62eae89f0/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-05EN3VD8/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:doc-05EN3VD8"}}}}