Projektiranje enodružinske stanovanjske hiše v Škofljici

diplomska naloga

Simon Brdar (Author), Drago Saje (Mentor), Vlado Stankovski (Thesis defence commission member), Peter Kante (Co-mentor)

Abstract

V diplomski nalogi je v skladu s standardi Evrokod izvedena ter prikazana statična analiza enodružinskega stanovanjskega objekta, ki se nahaja v Škofljici. V ta namen so najprej določene obtežbe, ki na objekt delujejo. Glede na konstrukcijo, namembnost in lokacijo objekta so tako določeni vplivi lastne in stalne obtežbe, koristne obtežbe, snega in vetra. Zaradi neugodne potresne lokacije objekta je upoštevan še vpliv potresa, a le v primeru zidanih sten. Pri računu ostalih konstrukcijskih elementov potresna obtežba ni obravnavana. Modeliranje konstrukcije je opravljeno z računalniškim programom SAP2000, ki temelji na metodi končnih elementov. Pri lesenih in jeklenih elementih so uporabljeni predvsem linijski računski modeli, pri armiranobetonskih elementih je bilo potrebno izdelati ploskovni računski model (plošča), na istem modelu pa so dodani še nosilci. Zidano steno smo modelirali le za potrebe izvrednotenja upogibnih momentov, ki se pojavijo v zidu. V fazi dimenzioniranja so uporabljeni standardi Evrokod, s pomočjo programa MS Excel pa so izračunane projektne odpornosti elementov. Nekatere enačbe za izračun teh odpornosti so zbrane v diplomskem delu, za nekatere pa so navedeni le viri, kjer se te enačbe nahajajo. V zaključku dela so zbrane še nekatere ugotovitve in rešitve določenih problemov, ki smo jim bili priča tekom izdelave diplomske naloge.

Keywords

gradbeništvo;diplomska naloga;OG-MO;Evrokod;projektiranje;jeklene konstrukcije;lesene konstrukcije;zidane konstrukcije;

Data

Language:	Slovenian
Year of publishing:	2016
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[S.. Brdar]
UDC:	624.04:624.07(043.2)
COBISS:	7830881
Views:	3348
Downloads:	982
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Design of single-family residential house in Škofljica
Secondary abstract:	A static analysis of a single-family residential building, located in Škofljica, in accordance with standards of Eurocode, is made and shown in the thesis. For this purpose, firstly a specification of loads that effect the building is made. Effects of self-weight and permanent loads, variable loads, snow and wind are determined depending on the structure, intended purpose and the location of the building. Due to the unfavorable seismic location of the building, influence of an earthquake is taken into account, but only in the case of masonry walls. In the calculation of other structural elements, seismic load is not observed. Modelling of the structure is done by a computer program SAP2000, which is based on the finite element method. In the case of wooden and steel elements, mainly linear calculation model is used, while planar mathematical model (plate) was necessary to be created for reinforced concrete elements, and beams were added to the same. Masonry wall was modelled only for the needs of the evaluation of bending moments that occur in the wall. In the phase of dimensioning, standards of Eurocode are used, while design resistance of elements is calculated with the help of MS Excel. Some of the formulas for calculating these resistances are gathered in the thesis, while for some, only their source is provided. In the conclusion of the thesis, some findings and solutions to specific problems are provided, which we have witnessed during the production of the thesis.
Secondary keywords:	Eurocode;design;timber structures;steel structures;concrete structures;masonry structures;
File type:	application/pdf
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XII, 90 str., 1 pril.
ID:	9234928