Based on the results of this limited study, it is concluded that the drift demand spectrum
has promise as a simple means of describing drift demand for real structures subjected to
damaging earthquakes. For buildings in the elastic range, good agreement is obtained between
the simple drift demand spectrum and detailed numerical computations. For buildings that are
strongly nonlinear, some adjustment needs to be made to the drift demand spectrum just as in the
case of the response spectrum. A simple period adjustment seems to work well for the limited
number of cases considered in this study. Further efforts to develop ductility-based drift
demand spectra are currently uderway.
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