diplomska naloga
Marko Jovanovski (Author), Matjaž Dolšek (Mentor), Tomo Cerovšek (Thesis defence commission member), Jure Kostanjšek (Thesis defence commission member), Jure Snoj (Co-mentor)

Abstract

Ocena potresne odpornosti zidane enodružinske hiše v Grosuplju

Keywords

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

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [M. Jovanovski]
UDC: 550.348.42:728.37(043.2)
COBISS: 5567585 Link will open in a new window
Views: 2016
Downloads: 532
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Other data

Secondary language: English
Secondary title: Seismic performance assessment of masonry house in Grosuplje
Secondary abstract: 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.
Secondary keywords: masonry house;sliding shear resistance;flexural resistance;resistance due to formation of diagonal cracks;lateral force method;design acceleration spectrum
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: IX, 71 str.
Type (ePrints): thesis
Title (ePrints): Seismic performance assessment of masonry house in Grosuplje
Keywords (ePrints): zidana hiša;strižna nosilnost na zdrs;upogibna nosilnost;nosilnost z nastankom diagonalnih razpok;metoda s horizontalnimi silami;projektni spekter pospeškov
Keywords (ePrints, secondary language): masonry house;sliding shear resistance;flexural resistance;resistance due to formation of diagonal cracks;lateral force method;design acceleration spectrum
Abstract (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.
Abstract (ePrints, secondary language): 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.
Keywords (ePrints, secondary language): masonry house;sliding shear resistance;flexural resistance;resistance due to formation of diagonal cracks;lateral force method;design acceleration spectrum
ID: 8312027