diplomska naloga
David Pukšič (Avtor), Boštjan Brank (Mentor), Janko Logar (Član komisije za zagovor), Tatjana Isaković (Član komisije za zagovor), Sebastjan Bratina (Komentor)

Povzetek

Analiza in dimenzioniranje plošče na stebrih

Ključne besede

gradbeništvo;diplomska dela;UNI;metoda končnih elementov;metoda nadomestnih okvirjev;plošča na stebrih;preboj;Safe;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [D. Pukšič]
UDK: 624.072.1(043.2)
COBISS: 6317409 Povezava se bo odprla v novem oknu
Št. ogledov: 2512
Št. prenosov: 786
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 flat slab
Sekundarni povzetek: In the diploma thesis, an example of flat reinforced concrete slab under gravitational loadings is analyzed and designed. For the analysis we use both the equivalent frame method and the finite element method. The equivalent frame method is applied according to the guidelines of the standard EN 1992-1-1. The finite element method is applied by using the commercial finite element computer code Safe. Based on the computed internal forces, the design of the bending reinforcement is carried out in accordance with the standard SIST EN 1992-1-1. Comparison is done with respect to both applied analysis methods on computed internal forces and on the amount of necessary bending reinforcement. Finally, the issue of punching shear in flat slabs is addressed. The necessary shear reinforcement is designed according to the standard SIST EN 1992-1-1.
Sekundarne ključne besede: graduation thesis;civil engineering;finite element method;equivalent frame method;flat slab;punching shear;Safe;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: IX, 36 str., 6 pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Analysis and design of flat slab
Ključne besede (ePrints): metoda končnih elementov;metoda nadomestnih okvirjev;plošča na stebrih;preboj;Safe
Ključne besede (ePrints, sekundarni jezik): Finite element method;equivalent frame method;flat slab;punching shear;Safe
Povzetek (ePrints): V diplomski nalogi je predstavljena analiza medetažne armiranobetonske gladke plošče na stebrih po poenostavljeni metodi nadomestnih okvirjev in po metodi končnih elementov. Analiza plošče z metodo nadomestnih okvirjev je v skladu s standardom EN 1992-1-1. Na podlagi dobljenih obremenitev je izvedeno dimenzioniranje armature v plošči. Analiza plošče z metodo končnih elementov je izvedena v komercialnem programu Safe. Opisan je postopek modeliranja plošče na stebrih ter računska analiza v programu Safe. Poudarek diplome je primerjava obremenitev in potrebne količine armature v plošči glede na oba postopka analize. Naloga dodatno obravnava tudi problem preboja pri gladkih ploščah na stebrih. Za prevzem napetosti v plošči zaradi preboja se namesti ustrezna količina strižne armature v skladu s standardom SIST EN 1992-1-1.
Povzetek (ePrints, sekundarni jezik): In the diploma thesis, an example of flat reinforced concrete slab under gravitational loadings is analyzed and designed. For the analysis we use both the equivalent frame method and the finite element method. The equivalent frame method is applied according to the guidelines of the standard EN 1992-1-1. The finite element method is applied by using the commercial finite element computer code Safe. Based on the computed internal forces, the design of the bending reinforcement is carried out in accordance with the standard SIST EN 1992-1-1. Comparison is done with respect to both applied analysis methods on computed internal forces and on the amount of necessary bending reinforcement. Finally, the issue of punching shear in flat slabs is addressed. The necessary shear reinforcement is designed according to the standard SIST EN 1992-1-1.
Ključne besede (ePrints, sekundarni jezik): Finite element method;equivalent frame method;flat slab;punching shear;Safe
ID: 8312939