{"?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-WPFLATIZ/6ffb7813-9a24-4a15-a080-f1d9c6482e31/HTML","dcterms:extent":"39 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:doc-WPFLATIZ/1eb91a6d-e1c2-44c5-a9c1-c01173a2b3f0/PDF","dcterms:extent":"1079 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:doc-WPFLATIZ/9b5209cc-5df3-4f97-8b36-9940588c2c2c/TEXT","dcterms:extent":"36 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-WPFLATIZ","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/URN:NBN:SI:spr-OE4S1HGI"},{"@xml:lang":"sl","#text":"Gradbeni vestnik"}],"dcterms:issued":"2009","dc:creator":"Tomaževič, Miha","dc:format":[{"@xml:lang":"sl","#text":"letnik:58"},{"@xml:lang":"sl","#text":"številka:9"},{"@xml:lang":"sl","#text":"str. 219-228"},{"@xml:lang":"sl","#text":"str. 242-249"}],"dc:identifier":["ISSN:0017-2774","COBISSID:1542247","URN:URN:NBN:SI:doc-WPFLATIZ"],"dc:language":"sl","dc:publisher":{"@xml:lang":"sl","#text":"Zveza društev gradbenih inženirjev in tehnikov Slovenije"},"dc:subject":[{"@xml:lang":"sl","#text":"potresna ogroženost"},{"@xml:lang":"sl","#text":"stavbna dediščina"},{"@xml:lang":"sl","#text":"zidane zgradbe"}],"dcterms:temporal":{"@rdf:resource":"1951-2026"},"dc:title":{"@xml:lang":"sl","#text":"Stavbe kulturne dediščine in potresna odpornost| Heritage masonry buildings and seismic resistance| kaj smo se naučili?| what did we learn?|"},"dc:description":[{"@xml:lang":"sl","#text":"In the last three decades, causes of inadequate seismic behavior of heritage masonry buildings in urban and rural settlements have been investigated. On the basis of the observed mechanisms, technical measures for the improvement of seismic resistance have been developed. Besides traditional techniques, contemporary strengthening measures, based on the use of modern materials are available, including methods in accordance with the requirements of restoration and preservation of architectural cultural heritage. In-situ and laboratory non-destructive and semidestructive methods for structural assessment have been developed and mathematical models for structural evaluation proposed. European standard for structural assessment and retrofit of buildings has been recently implemented, where procedures are recommended and values of parameters needed in redesign are specified. However, the standard includes inconsistences and unnacceptable requirements regarding the architectural heritage buildings, which are discussed in this paper. If the requirements of the new standard are taken into consideration literally, inevitable heavy damage or collapse of the strengthened buildings should have been expected. However, as indicated by the recent strong earthquakes which for the second time in just a few decades affected historic towns and villages, relatively simple strengthening measures prevent excessive damage and collapse of such buildings, if adequately applied"},{"@xml:lang":"sl","#text":"V zadnjih treh desetletjih so bili raziskani vzroki za neustrezno obnašanje zidanih stavb arhitekturne kulturne dediščine v mestih in na podeželju med potresi, na podlagi ugotovljenih pomanjkljivosti pa razviti ukrepi za izboljšanje potresne odpornosti. Poleg klasičnih so na razpolago tehnološke rešitve, ki uporabljajo najsodobnejše materiale, med njimi tudi ukrepi, ki so v skladu z zahtevami varstva kulturne dediščine. Razvite so bile nove terenskein laboratorijske metode za ugotavljanja stanja konstrukcije in mehanskih lastnosti zidovja ter izdelani različni računski modeli za oceno potresne ranljivosti in vrednotenje potresne odpornosti. Izdelan je bil tudi evropski standard za oceno in prenovo stavb, ki predpisuje postopke in podaja vrednosti parametrov za preprojektiranje. V standardu so žal določene nedoslednosti in za stavbe arhitekturne kulturne dediščine nedosegljive zahteve, o katerih na podlagi dolgoletnih izkušenj, raziskav in analiz obnašanja teh stavb med potresi razpravljamo v prispevku. Čeprav bi morali na podlagi računskih analiz, dosledno izdelanih po zahtevah novega standarda, pričakovati porušitev oziroma vsaj hujše poškodbe, so potresi, ki so v zadnjemčasu že drugič v nekaj desetletjih prizadeli stara mestna in podeželskajedra, pokazali, da so že razmeroma enostavni ukrepi za izboljšanje potresne odpornosti uspešno preprečili prehude poškodbe in porušitve, če so lebili dosledno izvedeni"}],"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-WPFLATIZ","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:doc-WPFLATIZ"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:doc-WPFLATIZ/1eb91a6d-e1c2-44c5-a9c1-c01173a2b3f0/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-WPFLATIZ/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:doc-WPFLATIZ"}}}}