Ozmen-RC-S275C16sCon
Description
Reinforced Concrete - 2 storeys - Code1975 - Concrete Strenght 16 MPa
Turkey
Sample Data.Buildings: 48 3-D building models to reflect existing building stock with different parameters.$Paragraph$Seismic Hazard: 292 earthquake records with different range of intensities.$Paragraph$Only the values of the figures reported in the paper are stored.
Fragility parameters: Medians=[0.501, 0.824, 0.935], Standard deviations=[0.226, 0.177, 0.139]
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC-LSC-LY NS=2
P= E= C=B
CM= D=ND FS=
FSM= DRS=None RSM=
HL=None CL=MC 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. | H.B. Ozmen, M. Inel, E. Meral and M. Bucakli, Vulnerability of Low and Mid-Rise Reinforced Concrete Buildings in Turkey, 14ECEE, Ohrid, 2010
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: |
Türkiye |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
LFM |
| building:Height: |
HEX:2 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
