HancilarEtAl2006-RCSW-MR-MC

Description

RC frame with RC shear walls – mid-rise – moderate-code Istanbul - Turkey Sample Data. Buildings: 55 public school $Paragraph$buildings in Istanbul: 4-storey, rectangular $Paragraph$shaped RC moment-resisting frames with RC $Paragraph$shear walls. $Paragraph$Seismic Hazard: 107 horizontal components of $Paragraph$real earthquake accelerograms from mostly $Paragraph$Turkey and USA. The distance and magnitude $Paragraph$ranges are 0-50 km and 5.8-7.6 respectively.$Paragraph$$Paragraph$Fragility curves account for variation in geometric $Paragraph$dimensions, material properties and the angle of $Paragraph$earthquake incidence, and also for the $Paragraph$uncertainty in the estimation of seismic mass of $Paragraph$the building. Fragility parameters: Medians=[0.148, 0.456, 1.099, 2.216], Standard deviations=[0.09, 0.377, 0.812, 1.251] Syner-G taxonomy: FRM=MRF-W FRMM1=None FRMM2=RC NS=4 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. | Hancilar, U., E. Durukal, G. Franco, G. Deodatis, M. Erdik & A. Smyth. Probabilistic Vulnerability Analysis: An Application to A Typical School Building in Istanbul. 1st European Conference on Earthquake Engineering and Seismology (1st ECEES), Geneva, Switzerland, 3-8 September 2006. Paper Number: 889.

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