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Geotech S-13

Nominal Response Library
Element sensor
Manufacturer Geotech
Model S-13

These responses assume a damping factor of 0.707 and natural frequency of 1 Hz. For other damping factors or natural frequencies, the poles need to be recalculated as follows:

p1, p2 = (-2 * pi * f0 * bt) +/- j * (2 * pi * f0 * sqrt(1 - bt**2) )

where - p1, p2 = poles - f0 = natural frequency - bt = damping factor

Configurations

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Long-Period Corner
Sensitivity
Coil Resistance
Sensor Type
Formats
sensor_Geotech_S-13_LP1_SG629_RC3600_STgroundVel
1 s 629 V/m/s 3600 groundVel
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