RotaEtAl2008-RC1-LR
Description
RC1 - Reinforced Concrete seismic design - 1-3storey
Italy
Sample Data. Buildings: Damage on masonry and reinforced concrete buildings collected after 1980 Irpinia, 1984 Abruzzo, 1997 Marche, 1998 Pollino and 2002 Marche earthquakes$Paragraph$Seismic Hazard: real earthquakes and Sabetta and Pugliese (1987) GMPE.$Paragraph$The use of real data allows taking into account all the characteristics of the building stock and the ground motion.
Fragility parameters: Medians=[42.521, 5.197, 2.62, 1.806], Standard deviations=[2142.659, 13.262, 3.895, 1.859]
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC NS=
P= E= C=
CM= D= FS=
FSM= DRS=None RSM=
HL=None CL=LC 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. Rota, A. Penna, C.L.Strobbia. Processing Italian damage data to derive typological fragility curves. Soil Dynamics and Earthquake Engineering 28(10-11), 933-947, 2008.
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: |
Italy |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
LFM |
| building:Height: |
HBET:1-3 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
