SensitivityIntegrator Command: Difference between revisions
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Foxchameleon (talk | contribs) (Created page with '{{Sensitivity_Command_Manual}} : For static analysis, the only option currently available is the following, which must be defined before the ‘analysis’ command. {| | style...') |
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： Haukaas T., Der Kiureghian A. (2004). “Finite element reliability and sensitivity methods for performance-based earthquake | ： Haukaas T., Der Kiureghian A. (2004). “Finite element reliability and sensitivity methods for performance-based earthquake | ||
： engineering.” Report No. 2003/14, Pacific Earthquake Engineering Research Center, April 2004. | |||
： Haukaas T., Der Kiureghian A. (2005). “Parameter sensitivity and importance measures in nonlinear finite element reliability | ： Haukaas T., Der Kiureghian A. (2005). “Parameter sensitivity and importance measures in nonlinear finite element reliability | ||
： analysis.” Journal of Engineering Mechanics (ASCE), 131(10):1013-1026. | |||
Revision as of 01:06, 13 March 2011
- Sensitivity_Command_Manual
- For static analysis, the only option currently available is the following, which must be defined before the ‘analysis’ command.
| sensitivityIntegrator -static |
- For the dynamic case, currently only the Newmark algorithm is available. Two command need to be used together:
| integrator NewmarkWithSensitivity $gamma $beta |
| $gamma | Newmark parameter gamma. |
| $beta | Newmark parameter beta. |
| sensitivityIntegrator -definedAbove |
- Currently, ‘-definedAbove’ is the only option available in OpenSees. This means that the same integration scheme (i.e.,
- ‘NewmarkWithSensitivity’) is used to perform both response and response sensitivity analysis.
- Reference:
： Haukaas T., Der Kiureghian A. (2004). “Finite element reliability and sensitivity methods for performance-based earthquake ： engineering.” Report No. 2003/14, Pacific Earthquake Engineering Research Center, April 2004.
： Haukaas T., Der Kiureghian A. (2005). “Parameter sensitivity and importance measures in nonlinear finite element reliability ： analysis.” Journal of Engineering Mechanics (ASCE), 131(10):1013-1026.