magistrsko delo
Tomaž Durcik (Author), Sebastjan Bratina (Mentor)

Abstract

V magistrski nalogi na primeru večetažne armiranobetonske stanovanjske stavbe v Ljubljani prikažemo postopek analize in projektiranja tipičnih nosilnih elementov konstrukcije v skladu z veljavnimi Evrokod standardi. Navpično nosilno konstrukcijo stavbe tvorijo stene, ki potekajo od nivoja temeljev do vrha stavbe in so postavljene v dveh pravokotnih smereh, ter stebri v pritličju, postavljeni po obodu stavbe. Etažne in strešna konstrukcija so izvedene kot gladke masivne plošče, ostrešje pa je leseno. Na podlagi arhitekturne zasnove stavbe izdelamo računski model nosilne konstrukcije v programu Sofistik, s katerim izvedemo statično analizo in dimenzioniranje. Pri tem se najprej osredotočimo na etažno konstrukcijo nad pritličjem. Na podlagi rezultatov analize opravimo vse potrebne kontrole za zagotavljanje ustrezne nosilnosti in uporabnosti. Za potrebe potresne analize računski model konstrukcije nekoliko prilagodimo in sicer upoštevamo redukcijo upogibne in strižne togosti navpičnih elementov. Sledi dimenzioniranje izbrane tipične stene na kombinacijo učinkov vplivov za potresna projektna stanja. Kot rezultat postopka dimenzioniranja za analizirano etažno konstrukcijo in steno izrišemo armaturne načrte.

Keywords

magistrska dela;gradbeništvo;stavbe;analize;dimenzioniranje;armiranobetonske konstrukcije;Sofistik;Evrokod;

Data

Language: Slovenian
Year of publishing:
Typology: 2.09 - Master's Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [T. Durcik]
UDC: 624.012.45:728(497.451.1)(043.2)
COBISS: 241196547 Link will open in a new window
Views: 192
Downloads: 112
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Other data

Secondary language: English
Secondary title: Analysis and design of the characteristic load-bearing structural elements of multi-storey residential building
Secondary abstract: In this master's thesis, we present the process of analysis and design of typical load-bearing structural elements using the example of a multi-story reinforced concrete residential building in Ljubljana, in accordance with the applicable Eurocode standards. The vertical load-bearing structure of the building consists of walls running from the foundation level to the top of the building, arranged in two perpendicular directions, and columns on the ground floor located along the building's perimeter. The floor and roof structures are designed as flat solid slabs, while the roof framework is made of wood. Based on the architectural design of the building, a computational model of the load-bearing structure is created using the Sofistik software, through which the structural analysis and design are carried out. The initial focus is on the floor structure above the ground floor. Based on the analysis results, all necessary checks are performed to ensure adequate load-bearing capacity and serviceability. For seismic analysis purposes, the computational model of the structure is slightly modified to account for the reduction in flexural and shear stiffness of the vertical elements. This is followed by the design of a selected typical wall for a combination of seismic design load effects. As a result of the design process, reinforcement drawings are produced for the analyzed floor structure and wall.
Secondary keywords: master thesis;civil engineering;buildings;analysis;design;reinforced concrete structure;Eurocode;
Type (COBISS): Master's thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: 1 spletni vir (2 datoteki PDF (XIII, 94 str.+2 str. pril.))
ID: 26726605