Ocena potresne odpornosti zidanega objekta Mala vas

Povzetek

Ključne besede

Podatki

Jezik:	Slovenski jezik
Leto izida:	2013
Izvor:	Ljubljana
Tipologija:	2.11 - Diplomsko delo
Organizacija:	UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik:	[T. Penko]
UDK:	624.042.7:692.2(497.4)(043.2)
COBISS:	6386273
Št. ogledov:	2154
Št. prenosov:	642
Ocena:	0 (0 glasov)
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Sekundarni jezik:	Angleški jezik
Sekundarni naslov:	Evaluation of earthquake resistance of masonry building Mala vas
Sekundarni povzetek:	The evaluation of the seismic resistance of a masonry building, which is located in the village Mala vas, Posočje, is presented. In the first part, the occurrence of earthquakes, the seismic action on buildings and the impact of earthquakes on masonry buildings are briefly described. In the following part, we present theoretical background for calculation of resistance of masonry walls taking into account different types of failure. The second part of the thesis addresses the seismic performance assessment of masonry building. Seismic forces were determined with the lateral force method and distributed on certain walls. The material characteristics were assessed based on the literature and the Eurocodes. We first made the evaluation of seismic resistance for each wall at the ground floor taking into account both rectangular directions of the building. Based on the results it can be concluded that the seismic resistance of the residential house Mala vas is not sufficient in terms of requirements of Eurocode.
Sekundarne ključne besede:	graduation thesis;civil engineering;OG-MK;earthquake;masonry building;seismic resistance;lateral force method;
Vrsta datoteke:	application/pdf
Vrsta dela (COBISS):	Diplomsko delo/naloga
Komentar na gradivo:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani:	X, 71 str.
Vrsta dela (ePrints):	thesis
Naslov (ePrints):	Evaluation of earthquake resistance of masonry building Mala vas
Ključne besede (ePrints):	potres;zidana stavba;potresna odpornost;metoda z vodoravnimi silami
Ključne besede (ePrints, sekundarni jezik):	earthquake;masonry building;seismic resistance;lateral force method
Povzetek (ePrints):	V diplomski nalogi obravnavamo oceno potresne odpornosti zidanega objekta, zgrajenega v naselju Mala vas v Posočju. V prvem delu naloge je opisan pojav potresa in njegov vpliv na obnašanje zidanih konstrukcij. Predstavljeno je teoretično ozadje za izračun nosilnosti zidov ob upoštevanju različnih porušnih mehanizmov in metoda za določitev projektne potresne sile. V drugem delu naloge je prikazana analiza potresne odpornosti dejanskega zidanega objekta. Potresne sile smo določili z metodo z vodoravnimi silami, vpliv potresne obtežbe smo porazdelili na posamezne zidove, materialne karakteristike zidu smo povzeli iz literature in standarda Evrokod. Prvotno smo izdelali oceno potresne odpornosti za vsak zid v pritličju objekta v dveh pravokotnih smereh. Z globalno oceno potresne odpornosti objekta kot celote ugotovimo, da potresna odpornost objekta Mala vas, ki je bil poškodovan med potresom v Posočju, ni zadostna v smislu zahtev standarda Evrokod.
Povzetek (ePrints, sekundarni jezik):	The evaluation of the seismic resistance of a masonry building, which is located in the village Mala vas, Posočje, is presented. In the first part, the occurrence of earthquakes, the seismic action on buildings and the impact of earthquakes on masonry buildings are briefly described. In the following part, we present theoretical background for calculation of resistance of masonry walls taking into account different types of failure. The second part of the thesis addresses the seismic performance assessment of masonry building. Seismic forces were determined with the lateral force method and distributed on certain walls. The material characteristics were assessed based on the literature and the Eurocodes. We first made the evaluation of seismic resistance for each wall at the ground floor taking into account both rectangular directions of the building. Based on the results it can be concluded that the seismic resistance of the residential house Mala vas is not sufficient in terms of requirements of Eurocode.
Ključne besede (ePrints, sekundarni jezik):	earthquake;masonry building;seismic resistance;lateral force method
ID:	8312887