KarakostasEtAl2006-Repr.mple-y direction

Description

KarakostasEtAl2006 Greece Seismic hazard: two alternative demand spectra are used. The first is a mean elastic spectrum derived from a representative sample of Greek earthquakes for which records exist. The sample consists of 67 records of 24 strong earthquakes that occurred within the Greek territory in the last 20 years, and which were recorded by 20 stations of the permanent accelerograph network of ITSAK. The second is the elastic demand spectrum that is derived from the elastic design spectrum proposed in the Greek Seismic Code EAK2003 (which is similar to the Type-1 spectrum proposed in EC8), for soil type B (which corresponds to soil conditions at the bridge site).$Paragraph$Exposure: Polymylos bridge with a170m long and a T-shaped on Egnatia Motorway$Paragraph$ Fragility parameters: Medians=[0.738, 1.596, 3.09, 6.05], Standard deviations=[0.517, 1.127, 2.021, 4.05] 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. | Karakostas C., Makarios T., Lekidis V. andamp; Kappos A., Evaluation of vulnerability curves for bridges - a case study, First European Conference on Earthquake Engineering and Seismology, Geneve, 2006

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