Shinozukaetal2000a, Analytical Approach, Bridge 1

Description

Shinozukaetal2000a Japan Empirical Approach.$Paragraph$Seismic hazard: 1995 Kobe earthquake$Paragraph$Exposure: bridge damage data from1995 Hyogo-ken Nanbu (Kobe) earthquake$Paragraph$$Paragraph$Analytical Approach.$Paragraph$Seismic hazard: 10 artificial accelerograms$Paragraph$Exposure: 4-span and 5-span continuous bridges with varying concrete and steel properties. Precast, prestressed continuous desk in Memphis Area.$Paragraph$Different material (concrete and steel) properties are considered in the analysis.$Paragraph$Fragility curves developed for two specific bridges were then combined to obtain fragility curves for a class of bridges. In the paper there is just the combined fragility curve for minor damage state, but the methodology is explained. Fragility parameters: Medians=[0.203, 0.262], Standard deviations=[0.037, 0.034] 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. | Shinozuka M., Feng M.Q., Lee j., Naganuma T., Statistical analysis of fragility curves, ASCE Journal of Engineering Mechanics 126(12), 1224-1231, 2000a

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