{"?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-VDX1SA94/7265e185-cd60-47a5-9e6d-8eba71624156/PDF","dcterms:extent":"3848 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-VDX1SA94/596c6c90-344c-4312-8a89-c24b066c2e5c/TEXT","dcterms:extent":"82 KB"}],"edm:TimeSpan":{"@rdf:about":"1973-2025","edm:begin":{"@xml:lang":"en","#text":"1973"},"edm:end":{"@xml:lang":"en","#text":"2025"}},"edm:ProvidedCHO":{"@rdf:about":"URN:NBN:SI:DOC-VDX1SA94","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/URN:NBN:SI:spr-KHWREVIC"},{"@xml:lang":"sl","#text":"Geodetski vestnik"}],"dcterms:issued":"2025","dc:creator":["Grigillo, Dejan","Kozmus Trajkovski, Klemen","Stopar, Bojan","Urbančič, Tilen"],"dc:format":[{"@xml:lang":"sl","#text":"številka:2"},{"@xml:lang":"sl","#text":"letnik:69"},{"@xml:lang":"sl","#text":"str. 148-179"}],"dc:identifier":["ISSN:0351-0271","DOI:10.15292/geodetski-vestnik.2025.02.148-179","COBISSID_HOST:240222211","URN:URN:NBN:SI:doc-VDX1SA94"],"dc:language":"sl","dc:publisher":{"@xml:lang":"sl","#text":"Zveza geodetov Slovenije"},"dc:subject":[{"@xml:lang":"sl","#text":"določanje položaja"},{"@xml:lang":"sl","#text":"fotogrametrija"},{"@xml:lang":"sl","#text":"grajenje strukture iz gibanja"},{"@xml:lang":"sl","#text":"izmera"},{"@xml:lang":"sl","#text":"masovni zajem prostorskih podatkov"},{"@xml:lang":"en","#text":"mass spatial data acquisition"},{"@xml:lang":"en","#text":"photogrammetry"},{"@xml:lang":"sl","#text":"poligon"},{"@xml:lang":"en","#text":"positioning"},{"@xml:lang":"en","#text":"Structure from Motion"},{"@xml:lang":"en","#text":"survey"},{"@xml:lang":"en","#text":"traverse"}],"dcterms:temporal":{"@rdf:resource":"1973-2025"},"dc:title":{"@xml:lang":"sl","#text":"Fotogrametrični poligon za zajem podatkov v zaprtih prostorih| Photogrammetric traverse for indoor positioning|"},"dc:description":[{"@xml:lang":"sl","#text":"The article presents the use of photogrammetric traverses for image orientation and the acquisition of mass spatial data in environments where GNSS (Global Navigation Satellite Systems) or tachymetric surveys are not available or not reliable, such as inside buildings. The photogrammetric traverses were tested indoors. The basic idea of a photogrammetric traverse is to start from an area where the positions of the ground control points are surveyed and then use a still camera to develop a traverse of overlapping images. The images are then processed with SfM (Structure from Motion) to calculate their orientation and accuracy of points along the traverse. The study tested the accuracy and reliability of linked, looped and open photogrammetric traverses. The positional accuracy of the check points was better than 10 cm, even when adjusting several hundred images in the least accurate open traverse"},{"@xml:lang":"sl","#text":"Prispevek predstavlja uporabo fotogrametričnih poligonov za orientacijo fotografij za namen masovnega zajema prostorskih podatkov na območjih, kjer izmera z GNSS (angl. global navigation satellite systems) ali tahimetrična izmera nista mogoči ali nista zanesljivi, na primer v notranjosti stavb. Fotogrametrične poligone smo preskusili v notranjosti stavbe. Osnovno načelo fotogrametričnega poligona je njegov začetek na območju, kjer izmerimo položaje oslonilnih točk. Temu sledi zajem serije fotografij, ki se med seboj prekrivajo in s katerimi razvijemo fotogrametrični poligon. Orientacijo fotografij in točnost določitve položaja točk vzdolž poligona ocenimo s postopkom grajenja strukture iz gibanja (angl. structure from motion). Preizkusili in analizirali smo odprt, priklepni in zaključeni fotogrametrični poligon. Položajna točnost kontrolnih točk je bila v mejah 10 centimetrov, tudi pri obdelavi več sto fotografij v najmanj natančnem odprtem poligonu"}],"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-VDX1SA94","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:DOC-VDX1SA94"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:DOC-VDX1SA94/7265e185-cd60-47a5-9e6d-8eba71624156/PDF"},"edm:rights":{"@rdf:resource":"http://creativecommons.org/licenses/by-nc/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 geodetov Slovenije"},"edm:object":{"@rdf:resource":"http://www.dlib.si/streamdb/URN:NBN:SI:DOC-VDX1SA94/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:DOC-VDX1SA94"}}}}