HancilarEtAl2007-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=[1.462, 4.147, 9.619, 20.305], Standard deviations=[0.77, 1.765, 4.954, 9.104] 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, M. Erdik, G. Deodatis & A. Smyth. Spectral Displacement-Based Probabilistic Structural Fragility Analysis of A Standardized Public School Building in Istanbul. 8th Pacific Conference on Earthquake Engineering (8th PCEE), Singapore, 5-7 December 2007. Paper Number: 189.

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