ShinozukaEtAl2000b
Description
ShinozukaEtAl2000b
USA
Seismic hazard: 80 ground-motion time histories $Paragraph$Exposure: sample of 10 nominally identical but statistically different bridges $Paragraph$A sample of 10 nominally identical but statistically different bridges and 80 ground-motion time histories are considered to account for the uncertainties related to the structural capacity and ground motion, respectively.
Fragility parameters: Medians=[0.202, 0.279], Standard deviations=[0.044, 0.062]
Syner-G taxonomy: MM1=
MM2= TD1= TD2=
DC= DSS= PDC=
TC1= NP= TS1=
TS2= HP= Sp=
SC=None TCa= BC=
LS= 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. | Shinozuka M., Feng M.Q., Kim H.K., Kim S.H., Nonlinear static procedure for fragility curve development, ASCE Journal of Engineering Mechanics, 126(12), 1287-1295, 2000b
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: |
Africa |
| Country: |
Malawi |
| Region/City: |
-- |
| bridge:Material: |
-- |
| bridge:Super structure: |
-- |
| bridge:Deck characteristics: |
-- |
| bridge:Deck system: |
-- |
| bridge:Pier-deck connection: |
-- |
| bridge:Pier-superstructure connection: |
-- |
| bridge:Number of piers: |
-- |
| bridge:Pier shape: |
-- |
| bridge:Pier height: |
-- |
| bridge:Spans: |
-- |
| bridge:Abutment connection: |
-- |
| bridge:Bridge configuration: |
-- |
| bridge:Seismicity: |
-- |
