LielAndLynch2009-RC-MR
Description
RC buildings - mid rise
Italy
Sample Data. Buildings: 483 RC frame buildings. These data include information about building location, characteristics, damage and post-earthquake loss of functionality.$Paragraph$Seismic Action: L'Aquila Earthquake, 6th April 2009. Ground-shaking intensity is estimated for each site based on Italy Shakemap.$Paragraph$The collapse fragility curve is not shown because there are not sufficient data to estimate it correctly.
Fragility parameters: Medians=[0.45, 0.38, 0.34], Standard deviations=[0.07, 0.05, 0.06]
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC NS=
P= E= C=RI
CM= D=ND 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. | A. B. Liel & K. P. Lynch. Vulnerability of reinforced concrete frame buildings and their occupants in the 2009 LAquila, Italy earthquake. University of Colorado, Natural Hazards Center, 2009
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:4-7 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
