Recovery of spectral absolute acceleration and spectral relative velocity from their pseudo-spectral counterparts
George A. Papagiannopoulos,George D. Hatzigeorgiou,Dimitri E. Beskos
Abstract
Design spectra for damping ratios higher than 5% have several important applications in the design of earthquake-resistant structures. These highly damped spectra are usually derived from a 5%-damped reference pseudo-acceleration spectrum by using a damping modification factor. In cases of high damping, the absolute acceleration and the relative velocity spectra instead of the pseudo-acceleration and the pseudo-velocity spectra should be used. This paper elaborates on the recovery of spectral absolute acceleration and spectral relative velocity from their pseudo- spectral counterparts. This is accomplished with the aid of correction factors obtained through extensive parametric studies, which come out to be functions of period and damping ratio.
George A. Papagiannopoulos — Department of Civil Engineering, University of Patras, GR-26500 Patras, Greece
George D. Hatzigeorgiou — Department of Environmental Engineering, Democritus University of Thrace, GR-67100 Xanthi, Greece
Dimitri E. Beskos — Department of Civil Engineering, University of Patras, GR-26500 Patras, Greece; Office of Theoretical and Applied Mechanics, Academy of Athens, 4 Soranou Efessiou str.,GR-11527 Athens, Greece GR-11527 Athens, Greece
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