20.500.12556/DKUM-88484 Primerjava potresne analize zidane stavbe z linearno elastičnim in nelinearnim modelom v programih Tower 8 in SCIA Engineer 21 magistrsko delo Comparison of seismic analysis of a masonry building with linear-elastic and non-linear models in tower 8 and scia engineer 21 Magistrsko delo se osredotoča predvsem na primerjalno potresno analizo zidane stavbe z linearno in nelinearno analizo. Potresna naliza je bila izvedena s programsko opremo Tower 8 in SCIA Engineer 21. Parametri, ki smo jih primerjali, vključujejo potek notranjih statičnih obremenitev, skupne pomike in togost celotne konstrukcije. Pomembno je omeniti, da so bili rezultati primerjani le za določene stene. Ugotovili smo, da Tower 8 pokaže padec notranjih statičnih obremenitev pri stiku navpičnih nosilnih elementov, medtem ko smo s programsko opremo SCIA Enginee 21r dobili bolj kritične rezultate. Prav tako smo opazili, da Tower 8 ne omogoča izvedbe nelinearne analize za ploskovne elemente. SCIA Engineer 21 omogoča nelinearno analizo, vendar le z uporabo kvazistatičnega pristopa, ki prinaša bistveno bolj kritične rezultate. Dodatno smo z linearno analizo v programskem paketu Tower 8 primerjali rezultate potresne analize na dveh dodatnih modelih. Prvi model je upošteval parapete in preklade pri modeliranju, medtem ko je drugi model vključeval zmanjšano vrednost modula elastičnosti. The master's thesis primarily deals with the comparison of seismic analysis on a masonry structure using linear and nonlinear analysis. The seismic analysis was conducted using the software Tower 8 and SCIA Engineer 21. The results, or parameters we compared, include the internal static load paths, total displacements, and structural stiffness. It's important to note that the results were compared on specific walls only. We found that Tower 8 experiences a drop in the shear force at the junction of vertical load-bearing elements, unlike the SCIA Engineer software, which provides more critical results. We also noted that Tower 8 cannot perform nonlinear analyses for planar elements. SCIA Engineer 21 can perform nonlinear analyses but only with a quasi-static approach, yielding significantly more critical results. In addition, based on the linear analysis from Tower 8, we compared the results of seismic analysis with two additional models. The first model considers parapets and spandrels during modeling, while the second model recalculates with a reduced elastic modulus. potresna analiza Tower 8 SCIA Engineer 21 linearna analiza nelinearna analiza zidana stavba earthquake analysis Tower 8 SCIA Engineer 21 linear analysis nonlinear analysis masonry structure true true false [D. Andrašek] Slovenski jezik Angleški jezik Magistrsko delo/naloga 2024-05-06 13:57:18 2024-05-30 12:55:50 2024-07-02 03:23:59 0000-00-00 00:00:00 2024 0 Maribor 0 Maribor 1 spletni vir (1 datoteka PDF (XIV,108 str.)) 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.012.042.7(043.2) 200292867 MAG_Andrasek_Dubravko_2024.pdf MAG_Andrasek_Dubravko_2024.pdf 1 64D2536D39312C971DF7E3C4D7586390 079464bbd4518557621e08feb655601d9fd46de2fe2049322df5923bce80e853 b56105d8-1e6c-11ef-9a97-00155d000105 https://dk.um.si/Dokument.php?lang=slv&id=180008 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0