JeongAndElnashai-RC-HR
Description
RC frame - high rise
Worldwide
Sample Data. Buildings: 12 storeys with high ductility.$Paragraph$The uncertainty associated with modeling simplifications is quantified by conducting comparisons between the proposed approach and detailed multi-degree of freedom systems.$Paragraph$Fragility curves for bridges are also shown.
Fragility parameters: Medians=[0.163, 2.19], Standard deviations=[0.092, 1.51]
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC-HSC-HY NS=12
P=R E=R C=B
CM= D=D FS=
FSM= DRS=None RSM=
HL=None CL=HC 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. | S.-H. Jeong & A. S. Elnashai. Probabilistic fragility analysis parameterized by fundamental response quantities. Engineering Structures 29(6), 1238-1251, 2007
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: |
Worldwide |
| Country: |
-- |
| 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: |
-- |
