Analiza in dimenzioniranje plošče na stebrih

diplomska naloga

David Pukšič (Author), Boštjan Brank (Mentor), Janko Logar (Thesis defence commission member), Tatjana Isaković (Thesis defence commission member), Sebastjan Bratina (Co-mentor)

Abstract

Keywords

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

Data

Language:	Slovenian
Year of publishing:	2013
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[D. Pukšič]
UDC:	624.072.1(043.2)
COBISS:	6317409
Views:	2512
Downloads:	786
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Analysis and design of flat slab
Secondary abstract:	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.
Secondary keywords:	graduation thesis;civil engineering;finite element method;equivalent frame method;flat slab;punching shear;Safe;
File type:	application/pdf
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	IX, 36 str., 6 pril.
Type (ePrints):	thesis
Title (ePrints):	Analysis and design of flat slab
Keywords (ePrints):	metoda končnih elementov;metoda nadomestnih okvirjev;plošča na stebrih;preboj;Safe
Keywords (ePrints, secondary language):	Finite element method;equivalent frame method;flat slab;punching shear;Safe
Abstract (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.
Abstract (ePrints, secondary language):	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.
Keywords (ePrints, secondary language):	Finite element method;equivalent frame method;flat slab;punching shear;Safe
ID:	8312939