Real accelerograms are nowadays an emerging option for defining the input to geotechnical and structural dynamic analyses. A key issue is the selection of appropriate acceleration time-histories since seismic design code recommendations are limited in this respect and also well-established procedures are not available. In the paper a simple approach for selecting and scaling a set of real accelerograms was followed which took into consideration magnitude and distance search windows, record-to-record variability of spectral ordinates with respect to the target spectrum and the prevention of seismic event domination within a set. This procedure was applied to a real case, i.e. the selection of real accelerograms representative of the March 16...
Among all possible options, natural recordings are emerging as the mor...
The choice of seismic input utilized in the evaluation of structural response is determined by the s...
After the April 6th 2009 L'Aquila earthquake (Mw 6.3), where 306 people died and a further 60,000 we...
The Italian building code defines the seismic action in terms of elastic acceleration response spect...
Seismic structural risk analysis of critical facilities may require nonlinear dynamic analysis for w...
Current Italian and European seismic codes allow evaluating the dynamic nonlinear behaviour of struc...
The selection of natural accelerograms for use in nonlinear analyses of earth dams is still a challe...
A recently proposed method for scaling real accelerograms to obtain sets of code-compliant records i...
The recently released Italian seismic code avails of the work of the Istituto Nazionale di Geofisica...
Seismic structural risk analysis of critical facilities may require nonlinear dynamic ana...
The increasing interest towards perfor mance-based earthquake engineering has promoted research on...
2Non-linear Time History Analysis (NLTHA) of structures is the most sophisticated tool used to unde...
We present a methodology for the selection of accelerometric time histories as input for dynamic res...
Among all possible options, natural recordings are emerging as the mor...
The choice of seismic input utilized in the evaluation of structural response is determined by the s...
After the April 6th 2009 L'Aquila earthquake (Mw 6.3), where 306 people died and a further 60,000 we...
The Italian building code defines the seismic action in terms of elastic acceleration response spect...
Seismic structural risk analysis of critical facilities may require nonlinear dynamic analysis for w...
Current Italian and European seismic codes allow evaluating the dynamic nonlinear behaviour of struc...
The selection of natural accelerograms for use in nonlinear analyses of earth dams is still a challe...
A recently proposed method for scaling real accelerograms to obtain sets of code-compliant records i...
The recently released Italian seismic code avails of the work of the Istituto Nazionale di Geofisica...
Seismic structural risk analysis of critical facilities may require nonlinear dynamic ana...
The increasing interest towards perfor mance-based earthquake engineering has promoted research on...
2Non-linear Time History Analysis (NLTHA) of structures is the most sophisticated tool used to unde...
We present a methodology for the selection of accelerometric time histories as input for dynamic res...
Among all possible options, natural recordings are emerging as the mor...
The choice of seismic input utilized in the evaluation of structural response is determined by the s...
After the April 6th 2009 L'Aquila earthquake (Mw 6.3), where 306 people died and a further 60,000 we...