magistrsko delo
Jan Kus (Author), Sebastjan Bratina (Mentor), Žiga Plevel (Co-mentor)

Abstract

V magistrski nalogi je na primeru idejnega projekta 7-etažne poslovno stanovanjske stavbe prikazan postopek analize in projektiranja značilnih elementov nosilne konstrukcije armiranobetonske stavbe v skladu z Evrokod standardi. Nosilna konstrukcija objekta je zasnovana iz armiranobetonskih sten in medetažnih plošč. Za izvedbo statične analize in dimenzioniranja smo uporabili programsko opremo Sofistik. Analizo smo izvedli s pomočjo dveh različnih prostorskih računskih modelov konstrukcije, in sicer prvi model smo uporabili za stalna projektna stanja, drugega, rahlo modificiranega, pa za potresno projektno stanje. V nadaljevanju naloge smo se osredotočili na dimenzioniranje tipične medetažne plošče ter dveh konstrukcijskih sten, ki imata bistveno vlogo pri prenosu horizontalne potresne obtežbe. Medetažno ploščo smo dimenzionirali na mejno stanje nosilnosti in mejno stanje uporabnosti z upoštevanjem omejitve širine razpok, napetosti in povesov. Pri dimenzioniranju vertikalnih nosilnih elementov smo upoštevali le kombinacijo vplivov za potresno projektno stanje, saj je velikost potresnega vpliva na stavbo bistveno večja od vpliva vetra. Kot rezultat dimenzioniranja omenjenih konstrukcijskih elementov smo izdelali armaturne načrte, s katerimi smo prikazali potrebno armaturo za prevzem vseh upoštevanih vplivov.

Keywords

gradbeništvo;magistrska dela;GR;analiza;dimenzioniranje;armiranobetonska konstrukcija;Evrokod;SOFiSTiK;

Data

Language: Slovenian
Year of publishing:
Typology: 2.09 - Master's Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [J. Kus]
UDC: 624.012.45:728(497.451.1)(043.3)
COBISS: 199726339 Link will open in a new window
Views: 97
Downloads: 49
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Other data

Secondary language: English
Secondary title: Design of the characteristic load-bearing elements of a multi-storey office and residential building in Ljubljana
Secondary abstract: The master’s thesis presents the process of analysis and design of the load-bearing structure of a multi-storey office and residential building in accordance with Eurocode standards. The load-bearing structure of the building is designed from reinforced concrete walls and interfloor slabs. The Sofistik software was used to perform static analysis and dimensioning. The analysis was performed on two different spatial computational models of the structure, namely the first model for persistent design situation and the second slightly modified for the seismic design situation. In the continuation of the task, we focused on the dimensioning of a typical interfloor slab and two structural walls, which play a significant role in the transfer of horizontal earthquake loads. The interfloor slab was dimensioned to the ultimate limit state of load-bearing capacity and the serviceability limit state, taking into account the limitation of crack width, stress, and deflections. In the dimensioning of vertical load-bearing elements, we only considered the combination of influences for the seismic design situation, as the size of the seismic load is significantly larger than the wind load. As a result of the dimensioning of the mentioned structural elements, reinforcement plans were made, which graphically show the necessary reinforcement to take over all considered loads.
Secondary keywords: civil engineering;master thesis;analysis;design;reinforced concrete;Eurocode;Sofistik;
Type (COBISS): Master's thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: X, 76 str., 4 f. zganj. pril.
ID: 24467360