PoleseEtAl2008-RC-HR

Description

RC frame buildings high-rise pre-code Italy Sample Data.Buildings: 1-4-7 storey rectangular shaped moment resisting frame non seismically designed. More than 400 buildings $Paragraph$Seismic Hazard: Eurocode 8 spectral shape for soil type B.$Paragraph$Fragility curves account for variation of geometric dimensions, material properties, limit state threshold and demand uncertainty.$Paragraph$The variability in yield and ultimate rotation and in the seismic demand was found to have a significant effect on the fragility curves, mainly for mid-rise and high-rise buildings. Fragility parameters: Medians=[8.52, 15.435, 20.603, 43.991], Standard deviations=[4.674, 7.938, 11.875, 25.106] Syner-G taxonomy: FRM=MRF FRMM1=None FRMM2=RC NS= P= E= C=B CM= D=ND 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. Polese, G. M. Verderame, C. Mariniello, I. Iervolino & G. Manfredi. Vulnerability analysis for gravity load designed RC buildings in Naples – Italy. Journal of Earthquake Engineering, 12(S2), 234-245, 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