diplomska naloga
Anka Jenko (Avtor), Matjaž Dolšek (Mentor), Janko Logar (Član komisije za zagovor), Jože Lopatič (Član komisije za zagovor), Jana Šelih (Član komisije za zagovor), Jure Snoj (Komentor)

Povzetek

Ocena potresne odpornosti enodružinske hiše

Ključne besede

gradbeništvo;diplomska dela;UNI;B-GR;potresno inženirstvo;zidane stavbe;ocena potresne odpornosti konstrukcije;metoda s horizontalnimi silami;upogibna porušitev;strižna porušitev z zdrsom;strižna porušitev z nastankom diagonalnih razpok;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [A. Jenko]
UDK: 624.042.7(043.2)
COBISS: 5964641 Povezava se bo odprla v novem oknu
Št. ogledov: 4039
Št. prenosov: 633
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Seismic performance assessment of single-family house
Sekundarni povzetek: Seismic performance of an old masonry building, which is located in Ljubljana, is investigated in this thesis. Firstly, a procedure for determination of the seismic forces and that for an assessment of the bearing capacity associated with the flexural, the sliding shear and the shear failure due to formation of diagonal cracks is presented. In the second part of the thesis, seismic resistance of the building is evaluated with consideration of response of the critical bottom storey. Lateral force method of analysis is used for determination of base shear force, whereas seismic force on each wall is determined on the basis of its stiffness ratio. So determined seismic force on wall was compared with its bearing capacity, which was determined as minimum of bearing capacities corresponded to the three failure modes. Results of analysis have showed that building does not fulfil safety requirements according to Eurocode 6 and 8.
Sekundarne ključne besede: civil engineering;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: VIII, 35 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Seismic performance assessment of single-family house
Ključne besede (ePrints): potresno inženirstvo;zidane stavbe;ocena potresne odpornosti konstrukcije;metoda s horizontalnimi silami;upogibna porušitev;strižna porušitev z zdrsom;strižna porušitev z nastankom diagonalnih razpok
Ključne besede (ePrints, sekundarni jezik): earthquake engineering;masonry buildings;seismic performance assessment of buidings;lateral force method;flexural failure;sliding shear failure;shear failure due to formation of diagonal cracks
Povzetek (ePrints): V diplomski nalogi obravnavamo potresno odpornost stare zidane hiše v Ljubljani. V prvem delu je predstavljen postopek za določitev potresne sile in izračun nosilnosti zidu ob upoštevanju upogibne porušitve, strižne porušitve z zdrsom in strižne porušitve z nastankom diagonalnih razpok. V drugem delu je prikazan izračun potresne odpornosti konkretnega objekta. Analizo izvedemo le za pritličje in sicer neodvisno za obe smeri stavbe. Potresno obtežbo določimo z uporabo metode z vodoravnimi silami ter jo v razmerju togosti razporedimo po posameznih zidovih. Za vsak zid smo določili merodajno (minimalno) nosilnost ter iz teh rezultatov sklepali o odpornosti konstrukcije kot celote. Rezultati kažejo, da konstrukcija ne dosega potresne varnosti, kot je predpisana s standardom Evrokod 6 in 8.
Povzetek (ePrints, sekundarni jezik): Seismic performance of an old masonry building, which is located in Ljubljana, is investigated in this thesis. Firstly, a procedure for determination of the seismic forces and that for an assessment of the bearing capacity associated with the flexural, the sliding shear and the shear failure due to formation of diagonal cracks is presented. In the second part of the thesis, seismic resistance of the building is evaluated with consideration of response of the critical bottom storey. Lateral force method of analysis is used for determination of base shear force, whereas seismic force on each wall is determined on the basis of its stiffness ratio. So determined seismic force on wall was compared with its bearing capacity, which was determined as minimum of bearing capacities corresponded to the three failure modes. Results of analysis have showed that building does not fulfil safety requirements according to Eurocode 6 and 8.
Ključne besede (ePrints, sekundarni jezik): earthquake engineering;masonry buildings;seismic performance assessment of buidings;lateral force method;flexural failure;sliding shear failure;shear failure due to formation of diagonal cracks
ID: 8312573