Evaluation of damping modification factors for seismic response spectra

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.