{"?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-0WOOSE75/bf52a083-7398-4894-913b-1233818e72f2/PDF","dcterms:extent":"4458 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:doc-0WOOSE75/d26c07c2-bf27-40dc-b9c1-2d966c65d2c3/TEXT","dcterms:extent":"28 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-0WOOSE75","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":["Boem, Ingrid","Dudine, Allen","Gams, Matija","Gattesco, Natalino"],"dc:format":[{"@xml:lang":"sl","#text":"številka:letn. 72"},{"@xml:lang":"sl","#text":"str. 2-10"}],"dc:identifier":["COBISSID_HOST:139364611","ISSN:2536-4332","URN:URN:NBN:SI:doc-0WOOSE75"],"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":"composites"},{"@xml:lang":"sl","#text":"eksperimenti"},{"@xml:lang":"en","#text":"experimental tests"},{"@xml:lang":"sl","#text":"kompoziti"},{"@xml:lang":"en","#text":"masonry strengthening"},{"@xml:lang":"en","#text":"numerical modelling"},{"@xml:lang":"sl","#text":"numerično modeliranje"},{"@xml:lang":"sl","#text":"potresna odpornost"},{"@xml:lang":"en","#text":"seismic vulnerability"},{"@xml:lang":"sl","#text":"utrjevanje zidanih stavb"}],"dcterms:temporal":{"@rdf:resource":"1951-2026"},"dc:title":{"@xml:lang":"sl","#text":"Potresno utrjevanje zidanih stavb - predstavitev raziskav s kompoziti armiranih maltnih oblog| Seismic protection of existing masonry buildings - a route of research on composite reinforced mortar|"},"dc:description":[{"@xml:lang":"sl","#text":"Over the last 20 years, Composite Reinforced Mortars (CRM) have gradually become widespread as innovative strengthening techniques for the seismic protection of existing masonry buildings. They combine an inorganic mortar layer, applied to the masonry surface, with a high tensile resistant, non-corrosive, fiber-based reinforcement. The paper traces the main steps of an in-depth research route on a specific CRM technique, providing an overview on the experimental testing and numerical modeling experiences aimed at achieving an in-depth knowledge on its behavior and on its effectiveness in improving masonry performance. It is an example of a systematic approach to research, which deals with the complexity and multiplicity of aspects that need to be considered by professional designer when choosing among the solutions available on the market"},{"@xml:lang":"sl","#text":"Na področju utrjevanja obstoječih zidanih stavb se je v zadnjih dvajsetih letih uporaba maltnih oblog, ki so armirane s kompozitnimi materiali (angl. Composite Reinforced Mortar oz. CRM), močno razširila. Tipično za take obloge je, da je plast malte razmeroma tanka in nanesena na celi površini zidu ter da je armirana z mrežico iz kompozitnih vlaken. Običajno imajo kompozitna vlakna visoko natezno trdnost in niso občutljiva na korozijo. V članku predstavimo ključne korake na dolgi raziskovalni poti, na kateri smo eksperimentalno in računsko analizirali obnašanje takih oblog na več nivojih, od posameznih materialov do stavbe v naravnem merilu. Prikazane so izkušnje in spoznanja glede njihovega odziva in učinkovitosti, s katerimi smo prispevali k razumevanju njihovega obnašanja v raziskovalni sferi in na področju projektiranja. Med razvojem smo sistematično preučevali tudi zahtevne in večplastne vidike, s katerimi se srečujejo projektan ti, ko izbirajo ustrezno metodo za potresno utrditev zidanih stavb"}],"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-0WOOSE75","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:doc-0WOOSE75"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:doc-0WOOSE75/bf52a083-7398-4894-913b-1233818e72f2/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-0WOOSE75/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:doc-0WOOSE75"}}}}