Abstract

The Newmark design spectra are commonly adopted in seismic codes to calculate design spectra, while these spectra generally differ from the statistically driven ones. This study aims to re-construct the Iranian design spectra by implementing a modified Newmark method on an extensive database of previous earthquakes in Iran. Three sets of recorded earthquakes are considered to evaluate the effects of parameters such as source-to-site distance, magnitude of ground motion, and shear-wave velocity. Considering that the selected earthquakes have different frequency contents, the suitable frequency ranges for each earthquake category are obtained. Subsequently, a statistical approach is adopted to calculate amplification factors and spectral bounds of the site design spectrum of Iran for three different site categories as a function of ground motion's magnitude. The calculated coefficients can be used to modify the Newmark spectral values in displacement, velocity, and acceleration-sensitive regions to obtain suitable design spectra. The results indicate that, in general, the proposed design spectra can provide a better representative of the earthquakes in Iran compared to the current Iranian seismic design code.

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