LESSLOSS2005-RC-HR-Istanbul-Empirical
Description
RC buildings - High Rise
Istanbul - Turkey
Sample Data. Buildings and Seismic Hazard from the past earthquakes (Erzincan 1992, Dinar 1995, Adana/Ceyhan 1998, Kocaeli 1999, Duzce, 1999)$Paragraph$The vulnerability curves for masonry structures are assumed to be similar to the vulnerability curves of low-rise RC structures.
Fragility parameters: Medians=[8.1, 9.29, 9.94, 11.03, 11.68], Standard deviations=[1.54, 1.37, 1.71, 1.79, 1.75]
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC NS=
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 ans Vulnerabiltiy 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: |
Türkiye |
| Region/City: |
Istanbul |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
LFM |
| building:Height: |
HBET:8-19 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
