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A response spectrum can be defined according to IS by selecting Indian 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.
Zone
Seismic zone (II - Low, III - Moderate, IV - Severe, V - Very severe, User input)
Z
Zone factor - tabulated according to the selected zone or defined manually (user input)
I
Importance factor
R
Response reduction factor
Type of soil
Rock or hard soil, Medium soil, Soft soil
Damping percent
Relative damping ratio, given in %
Multiplying factor for Ah
Fu
I/R
Ratio I/R
Multiplying factor for damping percent
Calculated correction factor for damping
Spectral acceleration coefficient:
Limitation of the Importance factor and Response reduction ratio:
Acceleration for the specified period T:
| Zone | Zone factor Z [-] |
| II - Low | 0.10 |
| III - Moderate | 0.16 |
| IV - Severe | 0.24 |
| V - Very severe | 0.36 |
| Type of soil | TM [s] | CT [-] |
| Rock or hard soil | 0.40 | 1.00 |
| Medium soil | 0.55 | 1.36 |
| Soft soil | 0.67 | 1.67 |
| Damping percent | Multiplying factor for damping percent MDF [-] |
| 0.0 | 3.2 |
| 2.0 | 1.4 |
| 5.0 | 1.0 |
| 7.0 | 0.9 |
| 10.0 | 0.8 |
| 15.0 | 0.7 |
| 20.0 | 0.6 |
| 25.0 | 0.55 |
| 30.0 | 0.5 |
| use linear interpolation for intermediate values | |