Eurocode 8-compatible synthetic time-series as input to dynamic analysis

Mathieu Causse, Aurore Laurendeau, Matthieu Perrault, John Douglas, Luis Fabian Bonilla, Philippe Guéguen

Research output: Contribution to journalArticlepeer-review

7 Citations (Scopus)


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 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 time-series generated using stationary stochastic approaches. The results of these calculations reveal considerable variability in response despite the similarities in terms of spectral acceleration.

Original languageEnglish
Pages (from-to)755-768
Number of pages14
JournalBulletin of Earthquake Engineering
Issue number2
Early online date5 Nov 2013
Publication statusPublished - Apr 2014


  • Eurocode 8 (EC8)
  • nonlinear site response
  • spectrum-compatible time-series
  • structural response
  • variability


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