Karim&Yamazaki2001-Kobe (Emprical)
Description
Karimandamp;Yamazaki2001
Japan and USA
Seismic Hazard: 200 recorded accelerograms from Japan and United States$Paragraph$Exposure: Piers designed with 1964 and 1998 seismic codes in Japan and USA$Paragraph$Different vulnerability curves were obtained for different ground motions. Analytical curves do not compare well with empirical curves from observed damage$Paragraph$
Fragility parameters: Medians=[4.359, 4.556, 4.929, 5.221], Standard deviations=[1.574, 1.695, 2.053, 2.175]
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. | Karim K.R. andamp; Yamazaki F., Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation, Earthquake Engineering and Structural Dynamics 30(12), 1839-1856, 2001
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: |
-- |
