KapposEtAl2006-RC1-HR-LC-

Description

RC moment frame structures - High Rise - Low Code Greece Sample Data. Buildings: earthquake-damaged Greek buildings + a large number of building types are modeled and analyzed$Paragraph$Seismic Hazard: real earthquakes (1978 Thessaloniki earthquake) and 16 accelerograms.$Paragraph$Three primary sources of uncertainty are taken into account: uncertainty in the definition of damage state, variability in the capacity curve and uncertainty associated with the seismic demand.$Paragraph$In the paper, just some of the fragility curves developed by the authors are reported.$Paragraph$For what concerns masonry buildings, the database does not include any specific information regarding the type of masonry (stone or brick) therefore the assumption that all URM buildings constructed before 1940 were stone masonry and all the rest brick masonry was adopted, based on historical evidence on types of masonry construction in Greece. Fragility parameters: Medians=[0.0073, 0.0743, 0.1815, 0.3363, 0.6642], Standard deviations=[0.005, 0.0517, 0.1265, 0.2343, 0.4627] Syner-G taxonomy: FRM=MRF FRMM1=None FRMM2=RC NS= P=R E=R C=B CM= D=ND FS= FSM= DRS=None RSM= HL=None CL=LC 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. | A. J. Kappos, G. Panagopoulos, C.Panagiotopoulos, G. Penelis. A hybrid method for the vulnerability assessment of R/C and URM buildings. Bulletin of Earthquake Engineering, 4, 391-413, 2006.

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