RossettoAndElnashai2005-RC-LR
Description
Infilled RC frames - low rise - inadequate seismic provisions
Europe
Sample Data. Buildings: 3 storeys regular infilled frame without seismic design with variation of concrete, steel and infill properties$Paragraph$Seismic Hazard: 3 sets of 10 recorded accelerograms.$Paragraph$Uncertainty both in the material properties and ground motion is considered.
Fragility parameters: Medians=[0.0005, 0.0009, 0.003, 0.012, 0.031, 0.052], Standard deviations=[0.0003, 0.0004, 0.0007, 0.003, 0.007, 0.012]
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC NS=3
P=R E=R C=RI
CM=FB 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. | T. Rossetto & A. Elnashai. A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures. Engineering Structures 27(3), 397-409, 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: |
-- |
| 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: |
-- |
