OropezaEtAl2010-URM-MR
Description
Unreinforced Masonry Buildings - Mid Rise
North Western Region
Sample Data. Buildings: five-storey URM building located on the Chateauneuf site in Sion (Switzerland) built during 1920's$Paragraph$Seismic Hazard: Elastic response spectrum from SIA261 (Swiss society of Engineers and Architects 2003) for the seismic zone b.$Paragraph$The uncertainty in material properties is taken into account using a signifial amount of value sets randomly generated.$Paragraph$In this particular building the torsional effects are negligible in the fragility functions, but this phenomenon may be significant in irregular buildings.
Fragility parameters: Medians=[0.021, 0.023, 0.029, 0.036, 0.045], Standard deviations=[0.013, 0.013, 0.017, 0.019, 0.025]
Syner-G taxonomy: FRM=BW
FRMM1=None FRMM2=URM-FB NS=
P=IR E=R C=
CM= D= FS=
FSM= DRS=None RSM=
HL=None CL=NC Taxonomy link: https://publications.jrc.ec.europa.eu/repository/bitstream/JRC80560/lbna25883enn.pdf
Reference
SYNER-G Report: https://cordis.europa.eu/docs/results/244061/final1-syner-g-final-report.pdf. | M. Oropeza, C. Michel, P. Lestuzzi, A simplified analytical methodology for fragility curves estimation in existing buildings, 14ECEE, Ohrid, 2010
License
This work is shared in an open access format according to the European Commission's guidelines for the FP7-ENV-2009-1 projects. See also https://cordis.europa.eu/project/id/244061/results
Exposure attributes
Primary hazard: |
Earthquake |
Secondary hazard: |
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Continent: |
Europe |
Country: |
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Region/City: |
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building:Direction: |
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building:Material: |
MUR |
building:LLRS: |
LWAL |
building:Height: |
HBET:4-7 |
building:Year: |
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building:Surroundings: |
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building:Occupancy: |
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building:Ground floor hydrodynamics: |
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building:Roof Shape: |
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building:Floor material: |
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building:Foundations: |
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building:Fire protection: |
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