ShirazianEtAl2011

Description

ShirazianEtAl2011 Iran Seismic hazard: About 10 near-fault (R leq 20km) acceleration time histories were selected from Berkley university website. Then this ground motions are scaled from 0.1g to 1g with 0.1g steps. Providing 100 time histories for bridge's analysis. $Paragraph$Exposure: One of the most common types of bridges in Iran, which is a two-span simply supported reinforced concrete bridge, is used Fragility parameters: Medians=[0.334, 0.726], Standard deviations=[0.339, 0.702] 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. | Shirazian S., Ghayamghamian M.R., Nouri G.R., Developing of fragility curve of two-span simply supported concrete bridge in near-fault area, World Academy of Science, Engineering and Technology 75, 2011

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