Projektiranje večstanovanjske zidane stavbe po EVROKODIH

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Language:	Slovenian
Year of publishing:	2010
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[D. Zalokar]
UDC:	006(4):624.012:624.042.7(043.2)
COBISS:	4884833
Views:	3782
Downloads:	865
Average score:	0 (0 votes)
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Secondary language:	English
Secondary title:	Design of residential masonry building according to EUROCODES
Secondary abstract:	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.
Secondary keywords:	graduation thesis;civil engineering;masonry building;static calculation;Eurocode;
File type:	application/pdf
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. Ljubljana, Fak. za gradbeništvo in geodezijo
Pages:	X, 62 str., pril.
Type (ePrints):	thesis
Title (ePrints):	Design of residential masonry building according to Eurocodes
Keywords (ePrints):	zidana stavba;statični izračun;Evrokod
Keywords (ePrints, secondary language):	masonry building;static calculation;Eurocode
Abstract (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.
Abstract (ePrints, secondary language):	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.
Keywords (ePrints, secondary language):	masonry building;static calculation;Eurocode
ID:	8312227