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A response spectrum can be defined according to PS92 by selecting French standard as Input type.
Max frequency & Step
The values of the spectrum are generated between a maximum period of 4 seconds (=0.25 Hz) and the input maximum frequency, using the input Step value.
Code parameters
This button opens the dialogue defining the code-dependent parameters.
Site
Type of geological site (S0, S1, S2, S3)
coeff accel. ag
Value of the design acceleration expressed as a multiple of the acceleration of gravity g
An - nominal acceleration
Nominal ground acceleration
Horizontal / vertical action
Select the direction of the seismic action
Internal forces / displacements
Type of spectrum: for calculation of internal forces or displacements
Use q' instead of q?
Yes/no: modified behaviour coefficient
q - behaviour coefficient
Base value of the behaviour coefficient
Rho damping coefficient
Damping correction coefficient
Tau - topographic coefficient
Correction coefficient for topographic effects
TB, TC, TD, kB, kC, kD are obtained from the table below, depending on the selected type of site.
An, ρ, τ, q are defined by the user.
For Q and kdir, see below.
Horizontal spectrum
Vertical spectrum
Use q' instead of q
Do not use q' instead of q
Site | TB [s] | TC [s] | TD [s] | kB | Horizontal | Vertical | ||
kC | kD | kC | kD | |||||
S0 | 0.15 | 0.30 | 2.67 | 2.5 | 1.12 | 2.99 | 1.12 | 2.99 |
S1 | 0.20 | 0.40 | 3.20 | 2.5 | 1.36 | 4.34 | 1.36 | 4.34 |
S2 | 0.30 | 0.60 | 3.85 | 2.25 | 1.60 | 6.16 | 1.36 | 4.34 |
S3 | 0.45 | 0.90 | 4.44 | 2.0 | 1.86 | 8.29 | 1.36 | 4.34 |