diplomska naloga
Jure Tomažič (Author), Matej Fischinger (Mentor), Tomo Cerovšek (Thesis defence commission member), Vlatko Bosiljkov (Thesis defence commission member), Tatjana Isaković (Co-mentor)

Abstract

Projektiranje in analiza armiranobetonske konstrukcije stavbe

Keywords

gradbeništvo;VSŠ;diplomska dela;armiran beton;zasnova konstrukcije;vplivi;analiza konstrukcij;potresno inženirstvo;modalna analiza;dimenzioniranje;upogib z osno silo;strig;načrtovanje nosilnosti;srednji razred duktilnosti;SAP2000;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [J. Tomažič]
UDC: 624.012.45:624.04(043.2)
COBISS: 5840225 Link will open in a new window
Views: 2863
Downloads: 961
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Other data

Secondary language: English
Secondary title: Analysis And Design of a Reinforced Concrete Building
Secondary abstract: In the graduation thesis I deal with analysis and design of a five-floor reinforced concrete frame building according to European standards - Eurocode. At first I preliminary design dimensions of slabs, beams and columns. Impacts on construction are defined in accordance with the requirements of the standard. Then I perform the analysis of a constructions. Separately I run analysis of slabs and then the analysis of frames. In the analysis I use several different models and then compare the results. Seismic effects on the structure are determined by the method with horizontal forces and modal analysis. Results of the both methods are compared with each other then. In the most extensive chapter of this thesis I am writing about dimensioning of reinforced concrete elements in the ultimate limit states. When sizing, I separately address bending with axial force and shear. In the purpose of sizing I made my own calculating tools based on program MS Excel. At last the bending and shear reinforcement in the primary seismic beams and columns is defined by the method of capacity design for ductility class medium (DCM).
Secondary keywords: graduation thesis;reinforced concrete;preliminary design of constructions;impacts;analysis of constructions;earthquake engineering;modal analysis;design of a cross sections;bending with axial force;shear;capacity design;ductility class medium;SAP2000;
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XIV, 187 str., [7] str. pril.
Type (ePrints): thesis
Title (ePrints): Analysis and design of a reinforced concrete building
Keywords (ePrints): armiran beton;zasnova konstrukcije;vplivi;analiza konstrukcij;potresno inženirstvo;modalna analiza;dimenzioniranje;upogib z osno silo;strig;načrtovanje nosilnosti;srednji razred duktilnosti;SAP2000
Keywords (ePrints, secondary language): reinforced concrete;preliminary design of constructions;impacts;analysis of constructions;earthquake engineering;modal analysis;design of a cross sections;bending with axial force;shear;capacity design;ductility class medium;SAP2000
Abstract (ePrints): V diplomski nalogi se ukvarjam s projektiranjem in analizo pet-etažne okvirne armiranobetonske stavbe po standardih Eurocode. Na začetku določim izhodiščne dimenzije plošč, gred in stebrov. Vplive na konstrukcijo določim v skladu s standardi. Konstrukcijo nato analiziram. Najprej izvedem analizo plošč, nato analiziram še okvirje. Pri analizi uporabim več različnih modelov in nato primerjam rezultate. Potresne vplive na konstrukcijo določim z metodo z vodoravnimi silami in modalno analizo. Rezultate obeh metod nato med seboj primerjam. V najobširnejšem poglavju tega dela pišem o dimenzioniranju armiranobetonskih elementov na mejna stanja nosilnosti. Pri dimenzioniranju posebej obravnavam upogib z osno silo in strig. Za dimenzioniranje sem izdelal lastna računska orodja s programom MS Excel. Nazadnje določim upogibno in strižno armaturo v nekaterih primarnih potresnih gredah in stebrih po postopku načrtovanja nosilnosti z zagotavljanjem srednje stopnje duktilnosti (DCM).
Abstract (ePrints, secondary language): In the graduation thesis I deal with analysis and design of a five-floor reinforced concrete frame building according to European standards - Eurocode. At first I preliminary design dimensions of slabs, beams and columns. Impacts on construction are defined in accordance with the requirements of the standard. Then I perform the analysis of a constructions. Separately I run analysis of slabs and then the analysis of frames. In the analysis I use several different models and then compare the results. Seismic effects on the structure are determined by the method with horizontal forces and modal analysis. Results of the both methods are compared with each other then. In the most extensive chapter of this thesis I am writing about dimensioning of reinforced concrete elements in the ultimate limit states. When sizing, I separately address bending with axial force and shear. In the purpose of sizing I made my own calculating tools based on program MS Excel. At last the bending and shear reinforcement in the primary seismic beams and columns is defined by the method of capacity design for ductility class medium (DCM).
Keywords (ePrints, secondary language): reinforced concrete;preliminary design of constructions;impacts;analysis of constructions;earthquake engineering;modal analysis;design of a cross sections;bending with axial force;shear;capacity design;ductility class medium;SAP2000
ID: 8312452