Plain GroundMotion: Difference between revisions

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|  '''$tsTag''' || tag of TimeSeries object created using [[Time Series Command | timeSeries]] command.
|  '''$tsTag''' || tag of TimeSeries object created using [[Time Series Command | timeSeries]] command.
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|-
| '''integratorType ...''' || used to generate a numerical integrator of type Trapezoidal or Simpson. (default Trapezoidal). see NOTES below.
| '''integratorType ...''' || numerically integrate the TimeSeries with the Trapezoidal or Simpson method (optional, default=Trapezoidal). See NOTES below.
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| '''$cFactor''' || constant factor (optional, default=1.0)
| '''$cFactor''' || constant factor (optional, default=1.0)

Revision as of 23:22, 2 March 2016

This command is used to construct a plain GroundMotion object. Each GroundMotion object is associated with a number of TimeSeries objects, which define the acceleration, velocity and displacement records for that ground motion. The command is as follows:


groundMotion $gmTag Plain <-accel $tsTag> <-vel $tsTag> <-disp $tsTag> <-int (IntegratorType intArgs)> <-fact $cFactor>

where

$gmTag unique tag among ground motions in load pattern
$tsTag tag of TimeSeries object created using timeSeries command.
integratorType ... numerically integrate the TimeSeries with the Trapezoidal or Simpson method (optional, default=Trapezoidal). See NOTES below.
$cFactor constant factor (optional, default=1.0)


NOTES:

  1. The displacements are the ones used in the ImposedMotions to set nodal response.
  2. If only the acceleration TimeSeries is provided, numerical integration will be used to determine the velocities and displacements.
  3. For earthquake excitations it is important that the user provide the displacement time history, as the one generated using the trapezoidal method will not provide good results.
  4. Any combination of the acceleration, velocity and displacement time-series can be specified.

Code Developed by: fmk