20.500.12556/RUL-177419 Projektiranje desetetažne stenaste armiranobetonske stavbe s programom Sap2000 in ETABS Structural Design of a Ten-Storey Reinforced Concrete Shear Wall Building Using SAP2000 and ETABS V nalogi je predstavljen celovit postopek projektiranja desetetažne stenaste armiranobetonske stavbe na območju Ljubljane z uporabo programske opreme SAP2000 in ETABS v skladu z zahtevami Evrokod standardov in nacionalnih dodatkov. Stavba obsega kletno etažo, pritličje, sedem tipičnih nadstropij in terasno etažo. Prikazana je določitev vseh pomembnih vplivov, lastne teže, stalnih in koristnih obtežb, obtežbe snega, vetra ter potresnega vpliva. Analiza nosilne konstrukcije stavbe je izvedena z dvema ločenima računskima modeloma: prvim za kontrolo stalnih projektnih stanj in drugim za potresno projektno stanje. V okviru dimenzioniranja sta podrobno obravnavani tipična stropna konstrukcija in primarna potresna stena, ki poteka od temeljev do vrha stavbe. Rezultati vključujejo preverbe mejnih stanj nosilnosti in uporabnosti ter kontrolo dimenzij nosilnega elementa in potrebne armature. V magistrskem delu je prikazan primer uporabe sodobnih orodij za zanesljivo in potresno odporno projektiranje armiranobetonskih stavb. The thesis presents a comprehensive design procedure for a ten-story reinforced concrete wall building in the Ljubljana area using SAP2000 and ETABS software in accordance with the requirements of Eurocode standards and national supplements. The building includes a basement floor, ground floor, seven typical floors and a terrace floor. The determination of all significant influences, self-weight, permanent and live loads, snow loads, wind loads and seismic effects is shown. The analysis is performed with two separate numerical models: the first for checking permanent design states and the second for seismic design states. As part of the dimensioning, a typical slab structure and a primary seismic wall running from the foundation to the top of the building are discussed in detail. The results include verification of load-bearing and serviceability limit states together with checking the dimensions of the load-bearing element and the necessary reinforcement. The master's thesis shows an example of the use of modern tools for reliable and earthquake-resistant design of reinforced concrete buildings. armiranobetonska konstrukcija stenasti sistem SAP2000 ETABS Evrokod potresna odpornost dimenzioniranje modeliranje Ljubljana večstanovanjska stavba reinforced concrete shear wall system SAP2000 ETABS Eurocode seismic resistance structural design modelling Ljubljana residential building true false false Slovenski jezik Angleški jezik Magistrsko delo/naloga 2025-12-23 08:45:48 2025-12-23 08:45:53 2025-12-30 04:11:56 0000-00-00 00:00:00 2025 0 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 1970-01-01 178715 20484.pdf 20484.pdf 1 299572BA95BF58B92D888E0E4CF1A149 9be9341dae73a7a5e87c8b6faf2d0e6ece686a755dfc7449db713b7063010e1c f4994af2-dfd2-11f0-9328-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=224465 20485.pdf 20485.pdf 1 F93C035AF54A22499672B0FDF2B42BC9 c3c179911f047f3bcfe2f985e0b56a5b01675f02a68d35fe697491cff48e691a f49a1b1c-dfd2-11f0-9328-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=224466 Fakulteta za gradbeništvo in geodezijo 0 0 0