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Eurocode 8-compatible synthetic time-series as input to dynamic analysis
Abstract : Nonlinear dynamic analysis of existing or planned structures often requires the use of accelerograms that match a target design spectrum. Here, our main concern is to generate a set of motions with a good level of fit to the Eurocode 8 (EC8) design spectra for France. Synthetic time series are generated by means of a non-stationary stochastic method. To calibrate the input parameters in the stochastic approach, we select a reference set of accelerograms for a Eurocode 8 type B site category from the PEER Ground-Motion Database, which are then adjusted to the target spectrum through wavelet addition. Then, we compute nonlinear seismic responses of a soil column, including pore pressure effects, and brittle and ductile structures to the stochastic time-series, the natural accelerograms and timeseries generated using stationary stochastic approaches. The results of these calculations reveal considerable variability in response despite the similarities in terms of spectral acceleration.
Littérature citée [6 références]
https://hal-brgm.archives-ouvertes.fr/hal-00878538
Contributeur : John Douglas <>
Soumis le : mercredi 30 octobre 2013 - 11:41:32
Dernière modification le : mardi 8 décembre 2020 - 10:20:49
Archivage à long terme le : : vendredi 31 janvier 2014 - 04:32:23
Contributeur : John Douglas <>
Soumis le : mercredi 30 octobre 2013 - 11:41:32
Dernière modification le : mardi 8 décembre 2020 - 10:20:49
Archivage à long terme le : : vendredi 31 janvier 2014 - 04:32:23
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causseetal2013.pdf
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