20.500.12556/DKUM-21003 ANALIZA ZIDANIH STAVB S PROGRAMOM AMQUAKE ANALYSIS OF MASONRY BUILDING USING AMQUAKE SOFTWARE Predmet diplomske naloge je preveriti delovanje in uporabo programa AmQuake, ki služi za potresno analizo zidanih zgradb. V prvem delu naloge smo na kratko povzeli pravila oziroma zahteve za materiale in zidovja, če se odločimo za gradnjo na potresnem območju. V nadaljevanju smo predstavili delo s programom AmQuake, na primeru enodružinske hiše. Potresna analiza poteka v skladu z Evrokodom 6 in 8, zato so parametri in zahteve podrobneje raložene v nalogi. Analizo smo izvedli za različna potresna območja in različne tipe tal ter rezultate med seboj primerjali. The subject of this diploma is to examine the operation and use AmQuake software, which serves for seismic analysis of masonry buildings. In the first part of the task we summarized the rules and requirements for materials and walls, if we decide to build in a seismic zone. Below we present the work of the program AmQuake in the case single family house. Seismic analysis is conducted in accordance with Eurocode 6 and 8, so the parameters and requirements are explained in the task. The analysis was made for different seismic areas and different soil types and the results we compared with each other. gradbeništvo zidane zgradbe potres program AmQuake Construction masonry buildings earthquake software AmQuake true true false [B. Furman] Slovenski jezik Angleški jezik Diplomsko delo 2011-10-16 15:32:38 2011-10-17 11:16:22 2022-04-14 08:27:33 2023-12-28 03:09:04 2011 0 [Maribor 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 [004.4:550.34]:699.841(043.2) 16550166 URN:SI:UM:DK:ILZICW9K UNI_Furman_Borut_2011.pdf UNI_Furman_Borut_2011.pdf 1 5612F483F40A703F24AF7BD7326EB86F 1afcb5ea8f3d87a78e2345bd1fc43db438e8813a7ae93c7a5351b4e49d4e7aba c2896f45-7c05-11eb-bb7a-00155d0001ca 20.500.12556/dkum/e29a98d2-e3af-4b16-8aa8-d67a976c6839 https://dk.um.si/Dokument.php?lang=slv&id=26403 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0