Selection of ground motion time series and limits on scaling |
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Authors: | Jennie Watson-Lamprey Norman Abrahamson |
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Affiliation: | aDepartment of Civil and Environmental Engineering, University of California at Berkeley, Berkeley, CA 94720, USA;bPacific Gas & Electric, 245 Market St., San Francisco, CA 94129, USA |
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Abstract: | A procedure to select time series for use in non-linear analyses that are intended to result in an average response of the non-linear system is proposed that is not based simply on magnitude, distance, and spectral shape. A simple model of a yielding system is used as a proxy for the non-linear behavior of a more complicated yielding system. As an example, Newmark displacements are used as a proxy for more complex slope-stability models. The candidate scaled time series are evaluated to find those that yield a response of the simple non-linear system that is near the expected response for the design event. Those scaled time series with responses near the expected value are selected as the optimum time series for defining average response even if the scale factors are larger than commonly accepted (e.g. scale factors >factor of 2). |
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Keywords: | Newmark displacement Time series Selection Non-linear Slope-stability Scaling |
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