VargasEtAl2010-RC-8storeys
Description
Reinforced Concrete Building - regular in plan, with waffle slabs instead of beams - 8 storeys
Spain
Sample Data.Buildings: family housing, regular in plant, with waffle slabs instead of beams. 8 storeys.$Paragraph$Seismic Hazard: Eurocode 8, Type 1 for soil type D is taken as target spectrum. A series of accelerograms from Spanish database and European database with mean elastic response spectrum compatible with the target spectrum are considered. $Paragraph$The uncertainty of the mechanical properties of the materials and the uncertainty of the seismic demand are taken into account.
Fragility parameters: Medians=[0.096, 0.132, 0.164, 0.225], Standard deviations=[0.029, 0.03, 0.035, 0.065]
Syner-G taxonomy: FRM=WS
FRMM1=None FRMM2=RC NS=8
P= E=R 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. | Y. F. Vargas, L.B. Pujades and A.H. Barbat, Probabilistic assessment of the global damage in reinforced concrete structures, 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: |
Spain |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
-- |
| building:Height: |
HEX:8 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
