AkkarEtAl2005-RC-4storeys

Description

RC frame structures-4 storey Turkey Sample Data. Buildings: 32 sample reinforced concrete buildings from two to five-story. Real buildings in Duzce$Paragraph$Seismic Hazard: 82 recorded accelerograms from Turkey and USA.$Paragraph$Uncertainties in lateral stiffness, strength and damage limit states are expressed by using statistical distribution. On the other hand, using a set of 82 strong ground motions spanning a broad range of intensity incorporates randomness of seismic excitations.$Paragraph$Almost 75% of approximately one million buildings in Istanbul are in this category. Fragility parameters: Medians=[14.212, 59.589, 75.67], Standard deviations=[8.027, 23.642, 19.151] Syner-G taxonomy: FRM=MRF FRMM1=None FRMM2=RC NS=4 P= E= C=RI CM=FB D=ND FS= FSM= DRS=None RSM= HL=None CL=MC 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. | S. Akkar, H. Sucuoglu, & A. Yakut, “Displacement-based fragility functions for low- and mid-rise ordinary concrete buildings”, Earthquake Spectra 21(4), 901-927, 2005.

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