Abstract
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Seismic response spectra with structural damping ratio other than nominal 5% (of critical
damping) are essential for the design and evaluation of structures in performance-based
seismic engineering. Such response spectra are also essential for the design and evaluation of
structures with seismic isolation and energy dissipation systems. A number of formulations
for damping modification factors (DMF) have been proposed in the literature for scaling the
5% damped response spectra. Dependence of the DMF on several ground motion parameters
has also been identified. Few seismic design codes have already incorporated simplified
DMF based on these studies. This paper critically reviews the available formulations for
DMF for seismic response spectra. Analytical investigations on the ground motion response
spectra at soil sites, based on a wide range of simulated ground motion records, have been
carried out. It has been observed that the DMF for ground motion response spectra at soil
sites is significantly dependent on site period, which has not been identified in previous
studies. The influences of earthquake shaking level, earthquake source-site distance (nearfield
and far-field events), soil plasticity index, and the rigidity of bedrock have also been
investigated.