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5% response spectra at the site surface.
Fig. 6 Horizontal velocity response spectra.
Maximax response spectra (envelope spectra) are plotted.
The results are shown in the form of response spectra.
In all the codes, site-specific response spectra are recommended.
Fig. 11 Distribution of 5%% damped velocity response spectra (Sv).
5% response spectra at the outcropping reference bedrock.
The first algorithm is to generate tri-directional time histories compatible with multi-damping target design spectra (ground response spectra or floor response spectra).
The procedure is based on the coincidence of response spectra obtained from the ET accelerogram at different times and response spectra defined by ASCE41 at different hazard levels.
The application of this method requires that both the capacity curve and the demand response spectra to be plotted in the Acceleration-Displacement Response Spectra format (ADRS format).
For instance for severe MS-moderate AS from ensemble 1, large magnitude (response spectra in Fig. 10a) and moderate magnitude (response spectra in Fig. 10b) records were paired.
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