Individual Studies by Participants to the International Institute of Seismology and Earthquake Engineering
International Institute of Seismology and Earthquake Engineering, 2001 - Earthquake engineering
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acceleration accelerograms aftershocks amplification amplitude array building calculated Capacity Spectrum Method characteristics coda coda waves columns component computed damage deﬁned deformation depth determined distribution Duzce Duzce earthquake dynamic Earthquake Engineering earthquake ground motion effect elements epicentral equation estimated evaluation fault mechanism fault plane fault plane solutions Figure ﬁrst Focal mechanism fragility curves frame frequency Hindukush horizontal hypocenter inelastic input Intemational inversion Izmit Japan layer load located magnitudes masonry maximum microtremors mode MSSP nonlinear observed obtained parameters peak performance levels procedure pushover analysis Q function records region Reiko Okano reinforced concrete Research Response Spectrum rupture process S-wave S-wave velocity SDOF seismic hazard seismic performance seismograms Seismology seismometer shear modulus shown signiﬁcant simulated Soft Soil soil type spectral displacement static stiffness strong ground motion strong motion Table teleseismic tsunami values velocity structure vulnerability waveforms