<?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-1Z2EU3ZW/a44d08dd-0615-4ff7-94b4-2640859b068e/PDF"><dcterms:extent>1759 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-1Z2EU3ZW/4d7009ce-a0e1-4385-b925-38295899b497/TEXT"><dcterms:extent>0 KB</dcterms:extent></edm:WebResource><edm:TimeSpan rdf:about="1973-2025"><edm:begin xml:lang="en">1973</edm:begin><edm:end xml:lang="en">2025</edm:end></edm:TimeSpan><edm:ProvidedCHO rdf:about="URN:NBN:SI:DOC-1Z2EU3ZW"><dcterms:isPartOf rdf:resource="https://www.dlib.si/details/URN:NBN:SI:spr-KHWREVIC" /><dcterms:issued>2023</dcterms:issued><dc:creator>Batilović, Mehmed</dc:creator><dc:creator>Đurović, Radovan</dc:creator><dc:creator>Marković, Marko Z.</dc:creator><dc:creator>Sušić, Zoran</dc:creator><dc:creator>Vujinović, Marijana</dc:creator><dc:format xml:lang="sl">številka:4</dc:format><dc:format xml:lang="sl">letnik:67</dc:format><dc:format xml:lang="sl">str. 487-504</dc:format><dc:identifier>ISSN:0351-0271</dc:identifier><dc:identifier>DOI:10.15292/geodetski-vestnik.2023.04.487-504</dc:identifier><dc:identifier>COBISSID_HOST:180955651</dc:identifier><dc:identifier>URN:URN:NBN:SI:doc-1Z2EU3ZW</dc:identifier><dc:language>en</dc:language><dc:publisher xml:lang="sl">Zveza geodetov Slovenije</dc:publisher><dcterms:isPartOf xml:lang="sl">Geodetski vestnik</dcterms:isPartOf><dc:subject xml:lang="en">deformacijska analiza</dc:subject><dc:subject xml:lang="en">elektronski tahimeter</dc:subject><dc:subject xml:lang="en">most</dc:subject><dc:subject xml:lang="en">Pelzerjeva metoda</dc:subject><dc:subject xml:lang="en">robustna metoda IWST</dc:subject><dcterms:temporal rdf:resource="1973-2025" /><dc:title xml:lang="sl">Deformation analysis of Ratkov Laz bridge using Pelzer and IWST method| Deformacijska analiza mostu Ratkov Laz po Pelzerjevi metodi in metodi IWST|</dc:title><dc:description xml:lang="sl">The paper discusses the application of geodetic methods of deformation analysis of reinforced concrete structures made of prestressed concrete. In the paper, two independent methods of deformation analysis are applied on the example of the Ratkov Laz bridge in Montenegro, based on two epochs of geodetic measurements in a 3D geodetic network, which consists of the reference part of the network and points on the bridge. The results of the Pelzer’s method and the robust IWST method were analyzed. Although similar displacement vectors are obtained using the two methods, there are some differences in the identification of unstable points on the bridge. The IWST method identified significantly fewer points as unstable compared to the Pelzer’s method. The aforementioned methods of deformation analysis are of great importance in the geodetic observation of all types of engineering facilities</dc:description><dc:description xml:lang="sl">V prispevku je obravnavana uporaba geodetskih metod deformacijske analize armiranobetonskih konstrukcij iz prednapetega betona. Na primeru mostu Ratkov Laz v Črni gori sta uporabljeni dve neodvisni metodi deformacijske analize na podlagi dveh epoh geodetskih meritev v 3D-geodetski mreži, ki je sestavljena iz referenčnega dela mreže in točk na mostu. Analizirani so bili rezultati Pelzerjeve metode (postopka Hannover) in robustne metode IWST. Čeprav so z obema metodama izračunani podobni vektorji pomikov, obstajajo nekatere razlike pri identifikaciji nestabilnih točk na mostu. Z metodo IWST je bilo kot nestabilnih identificiranih precej manj točk kot s Pelzerjevo metodo. Opisani metodi deformacijske analize sta zelo pomembni pri geodetskem opazovanju vseh vrst inženirskih objektov</dc:description><edm:type>TEXT</edm:type><dc:type xml:lang="sl">znanstveno časopisje</dc:type><dc:type xml:lang="en">journals</dc:type><dc:type rdf:resource="http://www.wikidata.org/entity/Q361785" /></edm:ProvidedCHO><ore:Aggregation rdf:about="http://www.dlib.si/?URN=URN:NBN:SI:DOC-1Z2EU3ZW"><edm:aggregatedCHO rdf:resource="URN:NBN:SI:DOC-1Z2EU3ZW" /><edm:isShownBy rdf:resource="http://www.dlib.si/stream/URN:NBN:SI:DOC-1Z2EU3ZW/a44d08dd-0615-4ff7-94b4-2640859b068e/PDF" /><edm:rights rdf:resource="http://creativecommons.org/licenses/by-nc/4.0/" /><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">Zveza geodetov Slovenije</edm:dataProvider><edm:object rdf:resource="http://www.dlib.si/streamdb/URN:NBN:SI:DOC-1Z2EU3ZW/maxi/edm" /><edm:isShownAt rdf:resource="http://www.dlib.si/details/URN:NBN:SI:DOC-1Z2EU3ZW" /></ore:Aggregation></rdf:RDF>