DumovaJovanoska2000-RC-MR
Description
RC buildings frame - Mid Rise - Macedonian design code
Skopje - FYROM
Sample Data. Buildings: Schematic 6-storey and 16-storey frame structures$Paragraph$Seismic Hazard: 240 synthetic time histories were generated $Paragraph$Compared with the high uncertainty related to earthquake phenomenon, the random character of structural parameters can be considered to be of a lower order. This can be justification for excluding the variation of these parameters within the frames of this investigation.
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC NS=6
P=R E=R 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. | E. Dumova-Jovanoska, Fragility curves for reinforced concrete structures in Skopje (Macedonia) region, Soil Dynamics and Earthquake Engineering 19(6), 455-466, 2000
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: |
FYROM |
| Region/City: |
Skopje |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
LFM |
| building:Height: |
HBET:4-7 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
