Pagninietal2008-Ma-4storeys
Description
Masonry buildings - 4 storeys
Italy
Sample Data. Building: 4-storey masonry building.$Paragraph$The uncertainties inherent to the structural parameters and the limit states are taken into account.
Fragility parameters: Medians=[0.004, 0.009, 0.022, 0.036], Standard deviations=[0.001, 0.003, 0.005, 0.007]
Syner-G taxonomy: FRM=BW
FRMM1=None FRMM2= NS=4
P= E= C=
CM= D= FS=
FSM= DRS=None RSM=
HL=None CL= 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. | Pagnini L, R. Vicente, S. Lagomarsino, H. Varum. 2008. A mechanical method for the vulnerability assessment of masonry buildings. In Fourteenth World Conference on Earthquake Engineering, Beijing, China.
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: |
-- |
| building:LLRS: |
LWAL |
| building:Height: |
HEX:4 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
