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For a specific seismic ground motion record, the evolutionary power spectral density (EPSD) is estimated via generalized harmonic wavelets.
However, the demands of isolation displacement, isolation permanent displacement and pier drift are almost identical for both the unfiltered and filtered versions of the ground motion record.
In this regard, diversity of outcomes related to the employed analysis method, type of the subjected ground motion record, building's height and desired performance level is reported.
This suggests that to reduce the observed relative differences in the failure probabilities, an increased number of ground motion record components needs to be used in seismic design.
Then, the proposed harmony search based solution algorithm is applied on the pre-selected 352 time-series to obtain the ground motion record sets compatible with design spectra.
However, such an attempt impairs the validity of the obtained results since it is generally not possible to construct a homogeneous ground motion record database with well-distributed source and ground motion parameters.
Similar(34)
Record-to-record uncertainty and effect of spectral shape of ground motion records are examined.
Three real earthquake ground motion records are used as input base motion.
Since its completion, the system has obtained about 160 motion records.
The ground motion records from large subduction earthquakes, such as the Chile earthquake, are sparse.
An ensemble of near-fault earthquake ground motion records is used as excitations.
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