TsionisEtAl2011_MRF_RC_MR_oldC_Infill_NonDuctile
Description
Moment Resisting Frame building, mid rise, designed with old code, infill and non ductile
Euro-Mediterranean Regions
Sample Data. Buildings: Some prototype regular buildings $Paragraph$have been analyzed.$Paragraph$$Paragraph$Uncertainty both in the demand and in the capacity have $Paragraph$been considered in the analyses
Fragility parameters: Medians=[0.615, 1.948], Standard deviations=[0.261, 1.0]
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC NS=
P=R E=R C=RI
CM= D=ND 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. | Tsionis G., A. Papailia, M.N. Fardis. 2011. Analytical Fragility Functions for Reinforced Concrete Buildings and Buildings Aggregates of Euro-Mediterranean Regions UPAT methodology. Internal Report, Syner-G Project 2009/2012
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: |
-- |
| Continent: |
Europe |
| Country: |
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| Region/City: |
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| building:Direction: |
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| building:Material: |
CR |
| building:LLRS: |
LFM |
| building:Height: |
HBET:4-7 |
| building:Year: |
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| building:Surroundings: |
-- |
| 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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