SarabandiEtAl2004-C1-All-HAZUS99-

Description

C1 - concrete moment resisting frame Worldwide - USA Sample Data. Buildings: only those buildings located near free-field strong motion recording stations (and on similar site conditions) were extracted from available databases (SAC and LADiv88 building datasets)$Paragraph$Seismic hazard: 1994 Northridge earthquake, 1999 Chi-Chi earthquake.$Paragraph$The correlations of building performance with the ground motion measures, the correlations of building performance in terms of damage states and performance levels and the correlation for building performance in terms of percent of loss were developed. These correlations were also developed for class C3 (concrete frame with masonry infill shear wall), but due to the size of the dataset (13 buildings) buildings in this class were not further analyzed.$Paragraph$The comparison with the fragility curves in terms of spectral displacement developed within HAZUS and within this study is also shown. Fragility parameters: Medians=[293.118, 40.637, 34.216, 30.745], Standard deviations=[12400.0, 100.626, 55.73, 40.943] Syner-G taxonomy: FRM=MRF FRMM1=None FRMM2=RC NS= P= E= C=B CM= D= FS= FSM= DRS=None RSM= HL=None CL= 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. | P. Sarabandi, D. Pachakis, S. King & A. Kiremidjian. Empirical fragility functions from recent earthquakes. 13th World Conference on Earthquake Engineering, 2004.

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