LESSLOSS2005-RCTill1960-3storeys-Lisbon
Description
Reinforced Concrete Till 1960 - 3 storeys
Lisbon - Portugal
Sample Data. Buildings: residential building database surveyed in the Portuguese 2001 Censos.$Paragraph$They use an alternative approach to compute the performance point taking into account the definition of the input motion in terms of a power spectral density function and an equivalent stationary time duration T.
Fragility parameters: Medians=[3.51, 8.79, 14.95, 35.39], Standard deviations=[4.06, 10.15, 17.25, 40.84]
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC NS=3
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. | LESSLOSS Deliverable Report D84-Report on Building Stock Data and Vulnerability Data for each Case Study, 2005
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: |
Portugal |
| Region/City: |
Lisbon |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
LFM |
| building:Height: |
HEX:3 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
