KircilAndPolat2006-RC-3storeys-
Description
RC frame structures-3 story-1975 Turkish seismic design code
Turkey
Although the Turkish building was revised in 1998, most of the buildings in Istanbul were constructed before 1998. $Paragraph$Since two different types of reinforcement steel were considered for each sample building, two different reinforcement-type-dependent fragility curves were obtained for each sample building in terms of each ground motion index. They are combined.
Fragility parameters: Medians=[0.196, 1.735], Standard deviations=[0.065, 0.492]
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC-LSC NS=3
P=IR E=IR C=B
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. | M. S. Kirçil & Z. Polat. Fragility analysis of mid-rise R/C frame buildings. Engineering Structures, Vol 28(9),pp.1335-1345, 2006
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:3 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
