diplomska naloga
Marko Jovanovski (Avtor), Matjaž Dolšek (Mentor), Tomo Cerovšek (Član komisije za zagovor), Jure Kostanjšek (Član komisije za zagovor), Jure Snoj (Komentor)

Povzetek

Ocena potresne odpornosti zidane enodružinske hiše v Grosuplju

Ključne besede

gradbeništvo;VSŠ-OG;diplomska dela;zidana hiša;strižna nosilnost;zdrs;upogibna nosilnost;diagonalne razpoke;horizontalne sile;projektni spekter;pospeški;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [M. Jovanovski]
UDK: 550.348.42:728.37(043.2)
COBISS: 5567585 Povezava se bo odprla v novem oknu
Št. ogledov: 2016
Št. prenosov: 532
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 masonry house in Grosuplje
Sekundarni povzetek: This graduation thesis focuses on a classical-style masonry one-family house in Grosuplje, which was constructed in 1999. In the first part we address three failures mechanisms of the wall: flexural failure, sliding shear failure and shear failure due to formation of diagonal cracks. In the case of particular wall we presented calculation of resistance based on all three failure mechanisms. Then we determined the mass of the structure with consideration of mass of the floor, individual walls and of the roof. Seismic forces were determined based on the design acceleration spectra by utilizing the lateral force method. In the SAP 2000 v14 software we determined how much of the seismic loading is redistributed on a particular wall, which depends on the stiffness of the structural elements. In the end we checked the damage of the individual walls due to the design earthquake, respectively, in direction x and direction y, and the resistance of the building as a unit. The results showed that the building cannot resists the design earthquake in the direction x.
Sekundarne ključne besede: masonry house;sliding shear resistance;flexural resistance;resistance due to formation of diagonal cracks;lateral force method;design acceleration spectrum
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: IX, 71 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Seismic performance assessment of masonry house in Grosuplje
Ključne besede (ePrints): zidana hiša;strižna nosilnost na zdrs;upogibna nosilnost;nosilnost z nastankom diagonalnih razpok;metoda s horizontalnimi silami;projektni spekter pospeškov
Ključne besede (ePrints, sekundarni jezik): masonry house;sliding shear resistance;flexural resistance;resistance due to formation of diagonal cracks;lateral force method;design acceleration spectrum
Povzetek (ePrints): V diplomski nalogi je obravnavana klasična zidana enodružinska hiša v Grosupljem, ki je bila grajena leta 1999. V prvem delu obravnavamo tri možne porušitve zidu, ki določajo nosilnost posameznega elementa: upogibno porušitev, strižno porušitev z zdrsom in strižno porušitev z nastankom diagonalnih razpok. Vse tri porušitve smo predstavili na konkretnem zidu. Nato smo določili mase stropa, posameznih zidov in strehe, ter izračunali celotno maso konstrukcije. Potresne sile smo določili po metodi s horizontalnimi silami ob upoštevanju projektnega spektra pospeškov. V programu SAP 2000 v14 smo določili koliko potresne obtežbe se prerazporedi na določen zid, kar je odvisno od togosti elementov. Na koncu smo preverili, koliko zidov se ob potresni sili poruši tako v x kot tudi v y-smeri in kako se hiša obnaša kot celota. Rezultati so pokazali, da v x-smeri stavba ne prenese projektnega potresnega vpliva.
Povzetek (ePrints, sekundarni jezik): This graduation thesis focuses on a classical-style masonry one-family house in Grosuplje, which was constructed in 1999. In the first part we address three failures mechanisms of the wall: flexural failure, sliding shear failure and shear failure due to formation of diagonal cracks. In the case of particular wall we presented calculation of resistance based on all three failure mechanisms. Then we determined the mass of the structure with consideration of mass of the floor, individual walls and of the roof. Seismic forces were determined based on the design acceleration spectra by utilizing the lateral force method. In the SAP 2000 v14 software we determined how much of the seismic loading is redistributed on a particular wall, which depends on the stiffness of the structural elements. In the end we checked the damage of the individual walls due to the design earthquake, respectively, in direction x and direction y, and the resistance of the building as a unit. The results showed that the building cannot resists the design earthquake in the direction x.
Ključne besede (ePrints, sekundarni jezik): masonry house;sliding shear resistance;flexural resistance;resistance due to formation of diagonal cracks;lateral force method;design acceleration spectrum
ID: 8312027