Banerjee&Shinozuka2008-RC-MS3

Description

Multi-Span (10) RC bridge USA Seismic hazard: 60 artificial accelerograms $Paragraph$Exposure: three schematic RC viaducts with different length, column height and geometry, number of spans and hinges $Paragraph$$Paragraph$Variability in seismic hazard and geometry of the brides are considered$Paragraph$A statistical procedure was developed for the selection of damage state limits so that the vulnerability curves for each bridge match better the empirical ones Fragility parameters: Medians=[0.313, 0.691, 0.953, 1.071], Standard deviations=[0.315, 0.779, 1.035, 1.126] Syner-G taxonomy: MM1=C MM2=RC TD1=Gb TD2=B DC= DSS= PDC= TC1=ScP NP= TS1=R TS2= HP= Sp=Ms SC=10 TCa= BC=IR 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. | Banerjee S andamp; Shinozuka M., Mechanistic quantification of RC bridge damage states under earthquake through fragility analysis, Probabilistic Engineering Mechanics 23(1), 12-22, 2008

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