Projektiranje večstanovanjske zidane stavbe po EVROKODIH

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. Zalokar]
UDK:	006(4):624.012:624.042.7(043.2)
COBISS:	4884833
Št. ogledov:	3782
Št. prenosov:	865
Ocena:	0 (0 glasov)
Metapodatki:

Ostali podatki

Sekundarni jezik:	Angleški jezik
Sekundarni naslov:	Design of residential masonry building according to EUROCODES
Sekundarni povzetek:	The diploma thesis is related to the static calculation of masonry building that takes into account seismic effects. The three-story building under consideration has been already built in Jesenice. In the first part of the work, the main characteristics of the building are presented. Then, we summarize basic demands of Eurocodes 6 and 8 related to earthquake resistent design of masonry buildings. Each of those demands is checked out for the building under consideration. The actions on the building are defined in accordance with Eurocode 1. Internal forces are computed by using the finite element method computer code Tower. The results of the analysis are checked out with the demands of Eurocode 6. It is found out that not all the structural elements (walls) are in compliance with the code demans. However, the demands are fulfilled for the structure as a whole.
Sekundarne ključne besede:	graduation thesis;civil engineering;masonry building;static calculation;Eurocode;
Vrsta datoteke:	application/pdf
Vrsta dela (COBISS):	Diplomsko delo
Komentar na gradivo:	Univ. Ljubljana, Fak. za gradbeništvo in geodezijo
Strani:	X, 62 str., pril.
Vrsta dela (ePrints):	thesis
Naslov (ePrints):	Design of residential masonry building according to Eurocodes
Ključne besede (ePrints):	zidana stavba;statični izračun;Evrokod
Ključne besede (ePrints, sekundarni jezik):	masonry building;static calculation;Eurocode
Povzetek (ePrints):	Diplomsko delo obravnava statični izračun zidane stavbe na potresnem območju. Objekt je zasnovan kot troetažna zidana stavba s povezanim zidovjem. Je že zgrajen in stoji na Jesenicah. V diplomskem delu so najprej predstavljene glavne značilnosti obravnavanega objekta (dimenzije, etažnost, tlorisna zasnova). Nato so povzete splošne zahteve Evrokodov 6 in 8, ki se nanašajo na projektiranje zidanih stavb na potresnih območjih. Ob posamezni splošni zahtevi je opisano, kako je ta upoštevana pri obravnavanem objektu. V nadaljevanju so določeni vplivi na objekt, kakor tudi ustrezne obtežne kombinacije v skladu z Evrokodom 1. Notranje sile so izračunane s pomočjo metode končnih elementov (z računalniškim programom Tower). Narejen je bil računski model celotne stavbe. Rezultati računske analize so primerjani z zahtevami Evrokoda 6 za zidane stavbe s povezanim zidovjem. Pokazano je, da vsi konstrukcijski elementi (stene) ne izpolnjujejo vseh pogojev, ki jih predpisuje Evrokod 6. Če pa gledamo konstrukcijo v celoti (vse stene skupaj) so predpisani pogoji izpolnjeni.
Povzetek (ePrints, sekundarni jezik):	The diploma thesis is related to the static calculation of masonry building that takes into account seismic effects. The three-story building under consideration has been already built in Jesenice. In the first part of the work, the main characteristics of the building are presented. Then, we summarize basic demands of Eurocodes 6 and 8 related to earthquake resistent design of masonry buildings. Each of those demands is checked out for the building under consideration. The actions on the building are defined in accordance with Eurocode 1. Internal forces are computed by using the finite element method computer code Tower. The results of the analysis are checked out with the demands of Eurocode 6. It is found out that not all the structural elements (walls) are in compliance with the code demans. However, the demands are fulfilled for the structure as a whole.
Ključne besede (ePrints, sekundarni jezik):	masonry building;static calculation;Eurocode
ID:	8312227