Dimenzioniranje elementov nosilne konstrukcije poslovnega objekta

Povzetek

Ključne besede

Podatki

Jezik:	Slovenski jezik
Leto izida:	2010
Izvor:	Ljubljana
Tipologija:	2.11 - Diplomsko delo
Organizacija:	UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik:	[D. Šećerov]
UDK:	624.012.45:624.072.2(043.2)
COBISS:	5186145
Št. ogledov:	2147
Št. prenosov:	402
Ocena:	0 (0 glasov)
Metapodatki:

Ostali podatki

Sekundarni jezik:	Angleški jezik
Sekundarni naslov:	Design of load - bearing elements of the commercial buildings
Sekundarni povzetek:	The present thesis discusses the design and the dimensioning of a five-floor reinforced concrete building of the wall-frame dual system. The building was analysed using the computer software Tower 6. A space model of the construction was elaborated using the aforementioned software. The construction was loaded with weight in compliance with the relevant Eurocode standards. In the discussed case next the dimensioning of the typical floor plate of the building with the pertaining controls of the serviceability limit state and the ultimate limit state was acquired from the internal forces with the support of the computer software. In the central part the buckling of the maximal axle loaded column and the pertaining project moment were calculated. Further, the typical column and wall were dimensioned. In the final part the control of seismic requirements conforming to EC 8 was carried out for the elements beam, column, internal and external node and wall.
Sekundarne ključne besede:	civil engineering;graduation thesis;design;dimensioning;wall-frame dual system;EC2;EC8;
Vrsta datoteke:	application/pdf
Vrsta dela (COBISS):	Diplomsko delo
Komentar na gradivo:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani:	XII, 132 str.
Vrsta dela (ePrints):	thesis
Naslov (ePrints):	Design of load-bearing elements of the commercial building
Ključne besede (ePrints):	dimenzioniranje;stenasto-skeletna armiranobetonska konstrukcija;EC2;EC8
Ključne besede (ePrints, sekundarni jezik):	design;dimensioning;wall-frame dual system;EC2;EC8
Povzetek (ePrints):	Diplomsko delo obravnava zasnovo in dimenzioniranje petetažnega armiranobetonskega objekta stenasto-skeletnega konstrukcijskega sistema. Objekt sem analiziral z računalniškim programom Tower 6. Z omenjenim programom sem izdelal prostorski model konstrukcije. Slednjo sem obremenil z obtežbami v skladu z veljavnimi Evrokod standardi. V obravnavanem primeru sem potem iz notranjih količin, pridobljenih s pomočjo računalniškega programa, dimenzioniral tipično etažno ploščo objekta s pripadajočimi kontrolami mejnega stanja uporabnosti in nosilnosti. V osrednjem delu sem izračunal uklon stebrov in pripadajoči projektni moment za najbolj obremenjeni steber. Dimenzioniral sem še tipični steber in steno. V zadnjem delu sem za konstrukcijske elemente gredo, steber, notranje in zunanje vozlišče in steno izvedel kontrolo potresnih zahtev v skladu z EC 8.
Povzetek (ePrints, sekundarni jezik):	The present thesis discusses the design and the dimensioning of a five-floor reinforced concrete building of the wall-frame dual system. The building was analysed using the computer software Tower 6. A space model of the construction was elaborated using the aforementioned software. The construction was loaded with weight in compliance with the relevant Eurocode standards. In the discussed case next the dimensioning of the typical floor plate of the building with the pertaining controls of the serviceability limit state and the ultimate limit state was acquired from the internal forces with the support of the computer software. In the central part the buckling of the maximal axle loaded column and the pertaining project moment were calculated. Further, the typical column and wall were dimensioned. In the final part the control of seismic requirements conforming to EC 8 was carried out for the elements beam, column, internal and external node and wall.
Ključne besede (ePrints, sekundarni jezik):	design;dimensioning;wall-frame dual system;EC2;EC8
ID:	8310226