Computational analysis methods: Difference between revisions
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== | Below is a brief summary of computational analysis methods that covered in this section. | ||
Static analyses (Ziemian 2007): | |||
* 1st order elastic analysis: <tex>[K_e]\{\Delta} = \{F\}</tex> | |||
* 2nd order elastic analysis: <tex>[K_e + K_g]\{d\Delta} = \{dF\}</tex> ([[P-Delta]] effects are considered) | |||
* 3rd order elastic analysis: <tex>[K_e + K_g]\{d\Delta} = \{dF\}</tex> ([[large displacements]] are considered) | |||
* 1st order inelastic analysis: <tex>[K_e + K_p]\{d\Delta} = \{dF\}</tex> | |||
* 2nd order inelastic analysis: <tex>[K_e + K_g + K_p]\{d\Delta} = \{dF\}</tex> (P-Delta effects are considered) | |||
* 3rd order inelastic analysis: <tex>[K_e + K_g + K_p]\{d\Delta} = \{dF\}</tex> large displacements are considered) | |||
== Organizations == | == Organizations == | ||
* [http://www.nafems.org NAFEMS] - National Agency for Finite Element Methods and Standards | * [http://www.nafems.org NAFEMS] - National Agency for Finite Element Methods and Standards | ||
== External Links == | |||
* Ronald D. Ziemian: [http://www.aisc.org/UploadedContent/OnlineVideoCourseFiles/Set_2/part5c.html Basic Introduction to Non-Linear Frame Analysis], 2007 North American Steel Construction Conference, April 18-21, 2007 | |||
{{Computational Mechanics}} | {{Computational Mechanics}} | ||
Revision as of 06:11, 7 October 2009
Below is a brief summary of computational analysis methods that covered in this section.
Static analyses (Ziemian 2007):
- 1st order elastic analysis: <tex>[K_e]\{\Delta} = \{F\}</tex>
- 2nd order elastic analysis: <tex>[K_e + K_g]\{d\Delta} = \{dF\}</tex> (P-Delta effects are considered)
- 3rd order elastic analysis: <tex>[K_e + K_g]\{d\Delta} = \{dF\}</tex> (large displacements are considered)
- 1st order inelastic analysis: <tex>[K_e + K_p]\{d\Delta} = \{dF\}</tex>
- 2nd order inelastic analysis: <tex>[K_e + K_g + K_p]\{d\Delta} = \{dF\}</tex> (P-Delta effects are considered)
- 3rd order inelastic analysis: <tex>[K_e + K_g + K_p]\{d\Delta} = \{dF\}</tex> large displacements are considered)
Organizations
- NAFEMS - National Agency for Finite Element Methods and Standards
External Links
- Ronald D. Ziemian: Basic Introduction to Non-Linear Frame Analysis, 2007 North American Steel Construction Conference, April 18-21, 2007
| Home > Topics > Computational Analysis Methods e | |
| Overview | Computational analysis methods |
| Analysis methods | Flexibility method · Direct stiffness method · Finite element method · Pushover analysis · Modal analysis · Response spectrum analysis · Staged construction |
| Time history analysis | Modal time history analysis · Direct integration time history analysis |
| Other methods | Applied element method · Progressive collapse · Heat of hydration analysis |
| Miscellaneous | P-Delta effect |
| See Also | Traditional analysis methods · Stability · Dynamics |
| Related Categories | Analysis Method |