diplomska naloga
Jure Tomažič (Avtor), Matej Fischinger (Mentor), Tomo Cerovšek (Član komisije za zagovor), Vlatko Bosiljkov (Član komisije za zagovor), Tatjana Isaković (Komentor)

Povzetek

Projektiranje in analiza armiranobetonske konstrukcije stavbe

Ključne besede

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;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [J. Tomažič]
UDK: 624.012.45:624.04(043.2)
COBISS: 5840225 Povezava se bo odprla v novem oknu
Št. ogledov: 2863
Št. prenosov: 961
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Analysis And Design of a Reinforced Concrete Building
Sekundarni povzetek: 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).
Sekundarne ključne besede: 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;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: XIV, 187 str., [7] str. pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Analysis and design of a reinforced concrete building
Ključne besede (ePrints): armiran beton;zasnova konstrukcije;vplivi;analiza konstrukcij;potresno inženirstvo;modalna analiza;dimenzioniranje;upogib z osno silo;strig;načrtovanje nosilnosti;srednji razred duktilnosti;SAP2000
Ključne besede (ePrints, sekundarni jezik): 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
Povzetek (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).
Povzetek (ePrints, sekundarni jezik): 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).
Ključne besede (ePrints, sekundarni jezik): 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