MoschonasEtAl2009-122-Transverse

Description

MoschonasEtAl2009 Greece Different existing bridges in Greece.$Paragraph$The uncertainties in seismic input motion (demand), in response and resistance of the bridge (capacity) and in the definition of the damage states are considered.$Paragraph$The derived fragility curves are subjected to a first calibration against empirical curves based on damage data from the US and Japan. Fragility parameters: Medians=[0.199, 0.303, 0.34, 0.376], Standard deviations=[0.139, 0.19, 0.219, 0.257] 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. | Moschonas I.F., Kappos A.J., Panetsos P., Papadopoulos V., Makarios T. andamp; Thanopoulos P., Seismic fragility curves for greek bridges: methodology and case studies, Bulletin of Earthquake Engineering 7(2), 439-468, 2009

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