20.500.12556/RUL-176408 Projektiranje šestetažne okvirne armiranobetonske stavbe s programom Sofistik magistrsko delo Structural design of a six-storey reinforced concrete frame building with SOFiSTiK master thesis V magistrski nalogi je na primeru idejnega projekta šestetažne stanovanjske stavbe prikazan postopek analize in projektiranja tipičnih konstrukcijskih elementov stavbe v skladu z Evrokod standardi. Vodoravna nosilna konstrukcija je zasnovana iz armiranobetonskih polnih plošč in nosilcev, ki potekajo vzdolžno in po obodu stavbe. Navpično nosilno konstrukcijo pa predstavljajo armiranobetonske stene in stebri. Za izvedbo statične analize in dimenzioniranja smo uporabili prostorski računski model konstrukcije, ki smo ga izdelali s programsko opremo Sofistik. Analizo smo izvedli za trajna projektna stanja in za potresno projektno stanje. V nadaljevanju naloge smo se osredotočili na dimenzioniranje armiranobetonske stropne plošče in nosilca nad pritličjem v osi 3 ter armiranobetonske stene v stopniščnem jedru, ki ima bistveno vlogo pri prenosu vodoravne potresne obtežbe. Stropno ploščo smo dimenzionirali na mejno stanje nosilnosti in mejno stanje uporabnosti, pri čemer so bile upoštevane omejitve širine razpok, napetosti in povesov. Pri dimenzioniranju armiranobetonske stene smo upoštevali le kombinacijo vplivov za potresno projektno stanje, saj je ta merodajna. Rezultat dimenzioniranja navedenih konstrukcijskih elementov so armaturni načrti, s katerimi je bila grafično prikazana potrebna armatura za prevzem vseh predvidenih vplivov. In this master’s thesis, the process of structural analysis and design of typical structural elements is demonstrated through a conceptual design case study of a six-storey residential building, developed in accordance with the Eurocode standards. The horizontal load-bearing system is designed as a reinforced concrete structural system comprising solid slabs and beams arranged longitudinally and along the building perimeter, whereas the vertical load-bearing system consists of reinforced concrete walls and columns. A three-dimensional computational model of the structure was developed using the software Sofistik to perform the structural analysis and dimensioning. The analysis was conducted for both persistent design situations and the seismic design situation. Subsequent chapters focus on the design of the reinforced concrete floor slab and the beam located above the ground floor along axis 3, as well as the reinforced concrete wall within the stair core, which plays a key role in resisting and transferring horizontal seismic actions. The floor slab was designed for both the ultimate limit state (ULS) and the serviceability limit state (SLS), considering limitations related to crack widths, stresses, and deflections. For the design of the reinforced concrete wall, only the combination of actions corresponding to the seismic design situation was considered, as this represents the governing design condition. The outcome of the design of the aforementioned structural elements is presented in the form of reinforcement detailing drawings, which graphically illustrate the required reinforcement necessary to safely resist all anticipated design actions. magistrska dela gradbeništvo okvirna armiranobetonska konstrukcija analiza dimenzioniranje Sofistik Evrokod potresna odpornost master thesis civil engineering reinforced concrete frame structure analysis design SOFiSTiK Eurocode seismic resistance true false false [Ž. Zupančič] Slovenski jezik Angleški jezik Magistrsko delo/naloga 2025-11-29 08:45:34 2025-11-29 08:45:42 2025-12-21 04:01:18 0000-00-00 00:00:00 2025 0 Ljubljana 2025 Ljubljana 1 spletni vir (2 datoteki PDF (XI, 76 str. +3 str. pril.)) 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.012.45:004.92(043.2) 176614 259737347 20373.pdf 20373.pdf 1 C66B79C2954E70D81BD661EF9D1CADD2 b049ef46a7fb0cc8147a0c5ae2e80f7de877a6018d99bc5436a0e6ee416b7d2e 08d3dc1a-ccf7-11f0-9328-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=222734 20374.pdf 20374.pdf 1 D8E1E8F40BF180286C82AA62ACE1D874 a88b3f152640fab55c9187b1289898d455d0d70a6f2d626607d08652c7fcc3c4 08d4c300-ccf7-11f0-9328-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=222735 Fakulteta za gradbeništvo in geodezijo 0 0 0