|
||
|
A response spectrum can be defined according to Italian standard by selecting Italian 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.
coeff. accel. ag
Value of the design acceleration expressed as a multiple of the acceleration of gravity g
ag - design acceleration
Design ground acceleration on type A ground
q - behaviour coefficient
Behaviour factor
S, Tb, Tc, Td manually?
When this setting is No, the values S, Tb, Tc, Td are obtained from table, depending on the subsoil type and direction of the seismic action
When this setting is Yes, the values S, Tb, Tc, Td are input manually
Direction
Direction of the seismic action, horizontal or vertical
Subsoil type
Ground type (A, B, C, D, E)
S - soil factor
Soil factor, obtained from table, depending on the subsoil type and direction
Tb
Lower limit of the period of the constant spectral acceleration branch, obtained from table depending on the subsoil type and direction of the seismic action
Tc
Upper limit of the period of the constant spectral acceleration branch, obtained from table depending on the subsoil type and direction of the seismic action
Td
Value defining the beginning of the constant displacement response range of the spectrum, obtained from table depending on the subsoil type and direction of the seismic action
Direction | Subsoil | S [-] | TB [s] | TC [s] | TD [s] |
Horizontal | A | 1.00 | 0.15 |
0.4 |
2.0 |
B | 1.25 | 0.15 | 0.5 | 2.0 | |
C | 1.25 | 0.15 | 0.5 | 2.0 | |
D | 1.35 | 0.20 | 0.8 | 2.0 | |
E | 1.25 | 0.15 | 0.5 | 2.0 | |
Vertical | all | 1.00 | 0.05 | 0.15 | 1.0 |