Dimenzioniranje elementov nosilne konstrukcije poslovnega objekta

Abstract

Keywords

Data

Language:	Slovenian
Year of publishing:	2010
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[D. Šećerov]
UDC:	624.012.45:624.072.2(043.2)
COBISS:	5186145
Views:	2147
Downloads:	402
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Design of load - bearing elements of the commercial buildings
Secondary abstract:	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.
Secondary keywords:	civil engineering;graduation thesis;design;dimensioning;wall-frame dual system;EC2;EC8;
File type:	application/pdf
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XII, 132 str.
Type (ePrints):	thesis
Title (ePrints):	Design of load-bearing elements of the commercial building
Keywords (ePrints):	dimenzioniranje;stenasto-skeletna armiranobetonska konstrukcija;EC2;EC8
Keywords (ePrints, secondary language):	design;dimensioning;wall-frame dual system;EC2;EC8
Abstract (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.
Abstract (ePrints, secondary language):	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.
Keywords (ePrints, secondary language):	design;dimensioning;wall-frame dual system;EC2;EC8
ID:	8310226