Lissos Bridge Transverse

Description

KapposEtAl2006 Greece Seismic hazard: spectra of the 2003 Greek Seismic Code$Paragraph$Exposure:$Paragraph$Krystallopigi Bridge is a twelve span structure of 638m total length and is characterised by a large curvature in plan. The deck consists of a 13m wide prestressed concrete box girder section. Piers are rectangular hollow reinforced concrete members. The structure is supported on 11 piers of heights between 11 and 27m.$Paragraph$Lissos Bridge is an 11-span structure of 430m total length. The deck consists of a 13m wide prestressed concrete box girder section and is supported on ten wall-type piers of heights between 4.5 and 10.6m through elastomeric bearings.$Paragraph$The uncertainties in seismic input motion (demand), the uncertainties in response and resistance of the bridge (capacity) and the uncertainties in the definition of damage states are taken into account. Fragility parameters: Medians=[0.066, 0.704, 0.712, 1.751], Standard deviations=[0.039, 0.473, 0.482, 1.145] 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. | Kappos A., Moschonas I., Paraskeva T. and Sextos A., A methodology for derivation of seismic fragility curves for bridges with the aid of advanced analysis tools, First European Conference on Earthquake Engineering and Seismology, 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