20.500.12556/DKUM-78168 Primerjalna analiza naknadno prednapetih plošč razpona do 15 m magistrsko delo Comparative analysis of post tensioned slabs with the span up to 15 m Magistrsko delo obravnava dimenzioniranje gladke naknadno prednapete plošče po SIST EN 1992-1-1: 2005. V magistrskem delu je izvedena numerična analiza modelov T-prereza s programi Sofistik in Tower na primeru naknadno prednapete plošče z nizkimi in širokimi nosilci. Ugotovili smo, da je uporaba modela v programskem orodju Sofistik, kjer sta plošča in nosilec modelirana s končnimi elementi plošče in s skupno referenčno ravnino, primerna za analizo naknadno prednapete plošče z nizkimi in širokimi nosilci. Ugotovili smo tudi, da uporaba tega modela v programskem orodju Tower ni pravilna. Izvedena je tudi numerična analiza gladke naknadno prednapete plošče in naknadno prednapete plošče z nizkimi in širokimi nosilci. Analizo smo izvedli za več različnih razponov plošč, da bi ugotovili, kateri sistem naknadno prednapete plošče je najprimernejša rešitev glede na razpon. Ti razponi so bili 10,0 m, 12,5 m in 14,75 m. Primernost rešitev smo presojali glede na vidik najnižjih materialnih stroškov. The master 's thesis deals with the designing of a flat post tensioned slab according to SIST EN 1992-1-1: 2005. In the master's thesis, a numerical analysis of T-section models is performed using software tools, Sofistik and Tower on the example of a post tensioned banded slabs with shallow beams. We have determined that in the Sofistik softweare tools the use of a model where the slab and the beam are modeled with plate finite elements with a common reference plane is suitable for the analysis of a post tensioned banded slabs with shallow beams. We also determined that using this model in the Tower software tool is incorrect. The analysis was performed for several different plate spans to determine which post tensioned slab is the most appropriate solution over the span. We determined which post tensioned slab system is the most suitable solution for the spans of 10,0 m, 12,5 m and 14,75 m from the point of view of the lowest material costs. primerjalna analiza naknadno prednapete plošče dimenzioniranje Tower Sofistik gladka plošča plošča z nizkimi in širokimi nosilci comparative analysis post tensioned slab design Tower Sofistik flat slab banded flat slab true true false [D. Oštarjaš] Slovenski jezik Angleški jezik Magistrsko delo/naloga 2020-11-10 08:12:50 2020-11-24 07:29:28 2022-08-09 17:39:45 2020-12-17 03:29:26 2020 0 Maribor 0 Maribor XVII, 106 f. 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.073.13(043.2) 42691075 URN:SI:UM:DK:TEDVKI27 MAG_Ostarjas_Domagoj_2020.pdf MAG_Ostarjas_Domagoj_2020.pdf 1 6F4B4CBEAA21E32CC3205275EAA08646 dec3d4eaea70365c9243e4069ccc82bcfb15f71ac486b05a1c1f23cef46c7d9e 03db2ffd-7c12-11eb-bb7a-00155d0001ca 20.500.12556/dkum/08ce78b9-80ea-49e1-bed0-b7e10022ba67 https://dk.um.si/Dokument.php?lang=slv&id=147713 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0