diplomska naloga
Povzetek
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.
Ključne besede
gradbeništvo;diplomska naloga;OG-MO;Evrokod;projektiranje;jeklene konstrukcije;lesene konstrukcije;zidane konstrukcije;
Podatki
Jezik: |
Slovenski jezik |
Leto izida: |
2016 |
Tipologija: |
2.11 - Diplomsko delo |
Organizacija: |
UL FGG - Fakulteta za gradbeništvo in geodezijo |
Založnik: |
[S.. Brdar] |
UDK: |
624.04:624.07(043.2) |
COBISS: |
7830881
|
Št. ogledov: |
3348 |
Št. prenosov: |
982 |
Ocena: |
0 (0 glasov) |
Metapodatki: |
|
Ostali podatki
Sekundarni jezik: |
Angleški jezik |
Sekundarni naslov: |
Design of single-family residential house in Škofljica |
Sekundarni povzetek: |
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. |
Sekundarne ključne besede: |
Eurocode;design;timber structures;steel structures;concrete structures;masonry structures; |
Vrsta datoteke: |
application/pdf |
Vrsta dela (COBISS): |
Diplomsko delo/naloga |
Komentar na gradivo: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Strani: |
XII, 90 str., 1 pril. |
ID: |
9234928 |