KapposEtAl2003-RC1-MR-LC

Description

RC moment frame structures - Mid Rise - Low Code Greece Sample Data. Buildings: earthquake-damaged greek $Paragraph$buildings + a large number of building types are $Paragraph$modeled and analysed. Seismic Hazard: real $Paragraph$earthquakes (1978 Thessaloniki $Paragraph$earthquake) and 16 accelerograms.$Paragraph$$Paragraph$The hybrid approach combines statistical data with $Paragraph$appropriately processed results from nonlinear dynamic $Paragraph$or static analyses.$Paragraph$$Paragraph$Three primary sources of uncertainty are taken into $Paragraph$account: uncertainty in the definition of damage state, $Paragraph$variability in the capacity curve and uncertainty $Paragraph$associated with the $Paragraph$seismic demand. Fragility parameters: Medians=[0.008, 0.0807, 0.1428, 0.205, 0.2671], Standard deviations=[0.0058, 0.0587, 0.1038, 0.149, 0.1941] 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=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, C.Panagiotopoulos, G. Panagopoulos, El. Papadopoulos. WP4 – Reinforce Concrete Buildings (Level 1 and Level 2 analysis). RISK-UE, 2003.

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