{"?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-7CUTAW1I/cb67191c-bc57-47e9-9a4e-0610dfe2497e/PDF","dcterms:extent":"2049 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-7CUTAW1I/6ab842d9-4e5c-462e-bf74-9fc469fc3b85/TEXT","dcterms:extent":"36 KB"}],"edm:TimeSpan":{"@rdf:about":"2003-2022","edm:begin":{"@xml:lang":"en","#text":"2003"},"edm:end":{"@xml:lang":"en","#text":"2022"}},"edm:ProvidedCHO":{"@rdf:about":"URN:NBN:SI:DOC-7CUTAW1I","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/urn:nbn:si:spr-zru5ezkm"},{"@xml:lang":"sl","#text":"RMZ-materials and geoenvironment"}],"dcterms:issued":"2015","dc:creator":["Peruš, Iztok","Sinkovič, Klemen"],"dc:format":[{"@xml:lang":"sl","#text":"številka:1"},{"@xml:lang":"sl","#text":"letnik:62"},{"@xml:lang":"sl","#text":"str. 9-20"}],"dc:identifier":["ISSN:1408-7073","COBISSID:7085409","URN:URN:NBN:SI:doc-7CUTAW1I"],"dc:language":"en","dc:publisher":[{"@xml:lang":"sl","#text":"Inštitut za rudarstvo, geotehnologijo in okolje"},{"@xml:lang":"sl","#text":"Naravoslovnotehniška fakulteta"}],"dc:subject":[{"@xml:lang":"sl","#text":"armiranobetonski stebri"},{"@xml:lang":"sl","#text":"CAE method"},{"@xml:lang":"sl","#text":"CAE metoda"},{"@xml:lang":"sl","#text":"drift"},{"@xml:lang":"sl","#text":"earthquake engineering"},{"@xml:lang":"sl","#text":"fragility"},{"@xml:lang":"sl","#text":"PBEE"},{"@xml:lang":"sl","#text":"potresno inženirstvo"},{"@xml:lang":"sl","#text":"ranljivost"},{"@xml:lang":"sl","#text":"reinforced concrete columns"},{"@xml:lang":"sl","#text":"zamik"},{"@rdf:resource":"http://www.wikidata.org/entity/Q909789"}],"dcterms:temporal":{"@rdf:resource":"2003-2022"},"dc:title":{"@xml:lang":"sl","#text":"Fragility curves of RC columns estimated by the CAE method| Ocena krivulj ranljivosti AB-stebrov s CAE-metodo| RMZ - Materials and geoenvironment|"},"dc:description":[{"@xml:lang":"sl","#text":"In the paper an alternative empirical approach for the estimation of fragility curves for RC columns is proposed. The CAE (Conditional Average Estimator) method was used. The procedure includes the LHS method, which was applied in order to take into account different uncertainties. The result of the study are estimated fragility curves for typical reinforced concrete (RC) columns (1) designed without seismic detailing, (2) designed according to first seismic codes used in the former Yugoslavia and (3) designed according to Eurocode 8. The obtained results clearly reveal the higher deformation capacity of RC columns, designed according to Eurocode 8. Additionally, the fragility curves related to various damage states, i.e. concrete crushing, longitudinal bar buckling, and longitudinal bar fracture were estimated. It is concluded that the proposed procedure offers a viable alternative to existing approaches"},{"@xml:lang":"sl","#text":"V prispevku je predlagan alternativni empirični način za oceno krivulj ranljivosti za armiranobetonske (AB) stebre. Uporabljena je bila CAE-metoda s cenilko pogojnega povprečja. Postopek vključuje tudi LHS-metodo, ki je bila uporabljena z namenom upoštevanja različnih negotovosti. Rezultati študije so ocene krivulj ranljivosti tipičnih AB-stebrov treh različnih obdobij, in sicer za (1) AB-stebre, projektirane brez potresnih predpisov, (2) AB-stebre, projektirane v skladu s prvimi potresnimi predpisi v nekdanji Jugoslaviji, in (3) AB- -stebre, projektirane v skladu s predpisi Evrokod 8. Dobljeni rezultati jasno kažejo na večjo deformacijsko kapaciteto stebrov, projektiranih po predpisih Evrokod 8. Dodatno so bile krivulje ranljivosti ocenjene tudi za druga stanja poškodovanosti, kot je drobljenje betona, lokalni uklon vzdolžne armature in zlom vzdolžne armature. Mogoče je skleniti, da predlagani postopek ponuja dobro alternativo sedanjim načinom"}],"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-7CUTAW1I","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:DOC-7CUTAW1I"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:DOC-7CUTAW1I/cb67191c-bc57-47e9-9a4e-0610dfe2497e/PDF"},"edm:rights":{"@rdf:resource":"http://rightsstatements.org/vocab/InC/1.0/"},"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":"Univerza v Ljubljani, Naravoslovnotehniška fakulteta"},"edm:object":{"@rdf:resource":"http://www.dlib.si/streamdb/URN:NBN:SI:DOC-7CUTAW1I/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:DOC-7CUTAW1I"}}}}