Potresna analiza pet in deset etažne stenaste konstrukcije

Povzetek

Ključne besede

Podatki

Jezik:	Slovenski jezik
Leto izida:	2008
Izvor:	Ljubljana
Tipologija:	2.11 - Diplomsko delo
Organizacija:	UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik:	[T. Belina]
UDK:	624.042.7:624.9(043.2)
COBISS:	4281185
Št. ogledov:	2899
Št. prenosov:	512
Ocena:	0 (0 glasov)
Metapodatki:

Ostali podatki

Sekundarni jezik:	Angleški jezik
Sekundarni naslov:	Seismic analysis of five and ten storey wall building
Sekundarni povzetek:	The graduation thesis deals with reinforced concrete wall buildings analyzed and partially de- signed on the effect of the seismic load according to the SIST EN 1998-1 standard. First, the concepts of seismic design are described. The procedure for determination of the structural system, the provisions for regularity in plan and in elevation, as well as the behavior factor, are briefly presented and discussed. Later on, two examples, a five and a ten storey wall buil- dings, are presented aiming to determine the proper amount of reinforcement in the structural walls. For both analyzed structures the ductile wall structural system with uncoupled walls and medium ductility class has been chosen. Two structural models were constructed, using only beam/column or shell elements, in order to ascertain the strengths and the weaknesses of di- fferent structural models. Both models were constructed with the SAP2000 program which is briefly described in the graduate thesis. The global results of seismic analyses are presented in terms of the mode shapes, periods and the storey shear forces. Further, the sample wall SY2, for which stricter demands, in the sense of ductility, apply, was chosen to be designed. For both mo- dels and for the chosen sample wall SY1 the required reinforcement amount was automatically designed with the SAP2000 program and the results were verified with the results obtained with the DIAS program. Quite some difference was observed in the required reinforcement amount if it was determined based on the results of beam/column or shell model. ZAHVALA Za ves ˇcas in pomoˇc se zahvaljujem mentorju doc. dr. Matjaˇzu Dolˇsku in somentorju Klemnu Rejcu, univ. dipl. ing. grad. ˇSe posebno bi se rad zahvalil svojima starˇsema in sestri, ki so mi ˇstudij gradbeniˇstva omogoˇcili in skozi vsa leta stali ob strani.
Sekundarne ključne besede:	graduation thesis;wall building;frame and area model;seismic analysis;automatic reinforcement design;ductile wall;SIST EN 1998-1;
Vrsta datoteke:	application/pdf
Vrsta dela (COBISS):	Diplomsko delo
Komentar na gradivo:	Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo
Strani:	XIII f., 86 str.
Vrsta dela (ePrints):	thesis
Naslov (ePrints):	Potresna analiza pet in deset etažne stenaste konstrukcije
Ključne besede (ePrints):	gradbeništvo;diplomska dela;UNI;stenasta konstrukcija;linijski in ploskovni model;potresna analiza;avtomatsko dimenzioniranje;duktilna stena;SIST EN 1998-1;
Ključne besede (ePrints, sekundarni jezik):	graduation thesis;wall building;frame and area model;seismic analysis;automatic reinforcement design;ductile wall;SIST EN 1998-1;
Ključne besede (ePrints, sekundarni jezik):	graduation thesis;wall building;frame and area model;seismic analysis;automatic reinforcement design;ductile wall;SIST EN 1998-1;
ID:	8309381