diplomska naloga
Anka Jenko (Author), Matjaž Dolšek (Mentor), Janko Logar (Thesis defence commission member), Jože Lopatič (Thesis defence commission member), Jana Šelih (Thesis defence commission member), Jure Snoj (Co-mentor)

Abstract

Ocena potresne odpornosti enodružinske hiše

Keywords

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;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [A. Jenko]
UDC: 624.042.7(043.2)
COBISS: 5964641 Link will open in a new window
Views: 4039
Downloads: 633
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Other data

Secondary language: English
Secondary title: Seismic performance assessment of single-family house
Secondary abstract: 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.
Secondary keywords: civil engineering;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: VIII, 35 str.
Type (ePrints): thesis
Title (ePrints): Seismic performance assessment of single-family house
Keywords (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
Keywords (ePrints, secondary language): 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
Abstract (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.
Abstract (ePrints, secondary language): 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.
Keywords (ePrints, secondary language): 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