diplomska naloga

Povzetek

Preboj pri gobastih ploščah brez vut

Ključne besede

gradbeništvo;diplomska dela;UNI;preboj plošče;strižna armatura;mozniki;računalniški program Schöck BOLE;metoda nadomestnih okvirjev;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [T. Lavrenčič]
UDK: 004.42:624.012.45:624.073(043.2)
COBISS: 3034209 Povezava se bo odprla v novem oknu
Št. ogledov: 2424
Št. prenosov: 905
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: Punching shear of flat slabs
Sekundarni povzetek: The present work deals with punching shear of flat slabs. I have researched the background of computer program called Schöck BOLE®, which is planed for designing additional shear reinforcement (studs) because of punching flat slabs. The equations that the computer uses are based on previous standard prEN 1992-1-1. Since the standard EN 1992-1-1 shortly come out, I have compared the equations that are written in the program with those used in the EN 1992- 1-1. Thus, I have found out no special differences (with some exceptions). Because of the fact that the program and the standard EN 1992-1-1 both take into account tension steel reinforcement in the punching shear calculation of the slab, I had to find a suitable method to define bending moments in the flat slab. This can be done with a suitable computer program, using finite element analysis, or by choosing the equivalent frame analysis. The latter is explained only by the standard EN 1992-1-1 and not by the prEN 1992-1-1. At the end I dedicated my time to a practical example of punching shear reinforcement close by the column of flat slab. I have calculated negative bending moments with the help of equivalent frame analysis. According to this I have adjusted the right cross section of tension steel reinforcement over the selected column. I have then inserted the data of tension reinforcement with the other data in the program Schöck BOLE® and achieved the right punching shear reinforcement.
Sekundarne ključne besede: punching shear of flat slabs;punching shear reinforcement;studs;computer program Schöck BOLE®;equivalent frame analysis
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo, Oddelek za gradbeništvo, Univerzitetna smer, Konstrukcijska smer
Strani: XI, 86 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Preboj pri gobastih ploščah brez vut
Ključne besede (ePrints): gradbeništvo;diplomska dela;UNI;preboj plošče;strižna armatura;mozniki;računalniški program Schöck BOLE;metoda nadomestnih okvirjev;
ID: 8308050