ColombiEtAl2008-MA-1-2storeys

Description

Masonry - 1-2 storeys Italy Sample Data. Buildings: Damage on masonry and reinforced concrete buildings collected after 1980 Irpinia, 1990 Eastern Sicily, 1997 Umbria-Marche, 1998 Umbria, 1998 Pollino and 2002 Molise Earthquake$Paragraph$Seismic Hazard: real earthquakes and Faccioli et al. (2007) GMPE in terms of displacement spectral ordinates.$Paragraph$The uncertainty due to the capacity of the buildings is included in the real data used to estimate the vulnerability function. For what concerns the ground motion, the median value of the GMPE has been considered.$Paragraph$The curves have been compared with fragility curves estimated using an analytical approach (SPBELA). There was agreement with analytical curves for masonry buildings (better for the limited damage state than for collapse).$Paragraph$LS2 and LS3 curves cross themselves and it cannot be correct. There are not enough data to validate the curves. Fragility parameters: Medians=[0.012, 0.03, 0.036], Standard deviations=[0.012, 0.047, 0.034] Syner-G taxonomy: FRM=BW FRMM1=None FRMM2= NS=2 P= E= C= CM= D= FS= FSM= DRS=None RSM= HL=None CL=NC 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. | M. Colombi, B. Borzi, H. Crowley, M. Onida, F. Meroni & R. Pinho. Deriving vulnerability curves using Italian earthquake damage data. Bulletin of Earthquake Engineering 6(3), 485-504, 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