Statični izračun jeklenega trietažnega poslovnega objekta

diplomska naloga

Damjan Sekereš (Avtor), Jože Korelc (Mentor), Tomo Cerovšek (Član komisije za zagovor), Jože Lopatič (Član komisije za zagovor), Peter Skuber (Komentor)

Povzetek

Ključne besede

gradbeništvo;diplomska dela;VSŠ;jeklena konstrukcija;sovprežna plošča;statični izračun;

Podatki

Jezik:	Slovenski jezik
Leto izida:	2011
Izvor:	Ljubljana
Tipologija:	2.11 - Diplomsko delo
Organizacija:	UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik:	[D. Sekereš]
UDK:	624.014.2:624.04(043.2)
COBISS:	5443169
Št. ogledov:	2449
Št. prenosov:	573
Ocena:	0 (0 glasov)
Metapodatki:

Ostali podatki

Sekundarni jezik:	Angleški jezik
Sekundarni naslov:	Static calculation of three-storey office building
Sekundarni povzetek:	This diploma paper explains a static calculation of a three-storey office building. The supporting construction is made of steel, composed of momentary frames in the transverse direction and of frames with the centric linkage in the longitudinal direction. The interstory slab is a composite RC slab. The global analysis was made according to the space numeric model. The static quantities calculations were made with the elastic analysis according to the second order theory with the starting geometric imperfection. I executed the inner static quantities and dimensioning with the program SCIA Engineer. The factors affecting the construction were set according to the Evrokod standards. The seismic loading was replaced with equivalent forces, considering the coincidental torsions. I dimensioned the characteristic joints and created the dispositional plans and the plans of typical joints.
Sekundarne ključne besede:	graduation thesis;steel structure;composite plate;static calculation;
Vrsta datoteke:	application/pdf
Vrsta dela (COBISS):	Diplomsko delo
Komentar na gradivo:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani:	XVI, 95 str., [51] pril.
Vrsta dela (ePrints):	thesis
Naslov (ePrints):	Static calculation of three-storey office building
Ključne besede (ePrints):	Jeklena konstrukcija;sovprežna plošča;statični izračun
Ključne besede (ePrints, sekundarni jezik):	Steel structure;composite plate;static calculation
Povzetek (ePrints):	V diplomski nalogi je narejen statični izračun trietažnega poslovnega objekta. Nosilna konstrukcija je jeklena, sestavljena iz momentnih okvirjev v prečni smeri in iz okvirjev z centričnim povezjem v vzdolžni smeri. Medetažna plošča je sovprežna armiranobetonska plošča. Globalna analiza je narejena na prostorskem numeričnem modelu. Račun statičnih količin je narejen z elastično analizo po teoriji drugega reda z začetno geometrijsko nepopolnostjo. Notranje statične količine in dimenzioniranje sem izvedel s programom SCIA Engineer. Vplive na konstrukcijo sem določil v skladu z Evrokod standardi. Potresno obtežbo sem nadomestil z ekvivalentnimi silami, z upoštevanjem naključne torzije. Dimenzioniral sem značilne spoje in izdelal dispozicijske načrte ter načrte tipičnih spojev.
Povzetek (ePrints, sekundarni jezik):	This diploma paper explains a static calculation of a three-storey office building. The supporting construction is made of steel, composed of momentary frames in the transverse direction and of frames with the centric linkage in the longitudinal direction. The interstory slab is a composite RC slab. The global analysis was made according to the space numeric model. The static quantities calculations were made with the elastic analysis according to the second order theory with the starting geometric imperfection. I executed the inner static quantities and dimensioning with the program SCIA Engineer. The factors affecting the construction were set according to the Evrokod standards. The seismic loading was replaced with equivalent forces, considering the coincidental torsions. I dimensioned the characteristic joints and created the dispositional plans and the plans of typical joints.
Ključne besede (ePrints, sekundarni jezik):	Steel structure;composite plate;static calculation
ID:	8312019