Demonstration Examples:: Difference between revisions
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Created by: <span style="color:blue"> [[Quan Gu]] (Xiamen University, China), [[Joel P. Conte]] (UCSD), Michele Barbato (LSU), Yong Li (UCSD)</span> | |||
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In this chapter, four demonstration examples are used to illustrate and validate the DDM-based response sensitivity analysis components implemented in OpenSees. | In this chapter, four demonstration examples are used to illustrate and validate the DDM-based response sensitivity analysis components implemented in OpenSees. | ||
The results presented here have been obtained by using | The results presented here have been obtained by using the latest official OpenSees, which is available at https://github.com/OpenSees/OpenSees. | ||
[[ | *[[Example 1: 2D soil column subjected to earthquake base excitation]] | ||
[[ | *[[Example 2: 3D soil block subjected to static push over]] | ||
*[[Example 3: 2D RC frame subjected to earthquake base excitation]] | |||
*[[Example 4: 3-D RC frame subjected to earthquake base excitation]] | |||
*[[Example 5: A realistic dam-reservoir-foundation coupling system subjected to earthquake base excitation]] | |||
Latest revision as of 23:09, 15 October 2018
Created by: Quan Gu (Xiamen University, China), Joel P. Conte (UCSD), Michele Barbato (LSU), Yong Li (UCSD)
Return to Sensitivity Analysis User Page
In this chapter, four demonstration examples are used to illustrate and validate the DDM-based response sensitivity analysis components implemented in OpenSees. The results presented here have been obtained by using the latest official OpenSees, which is available at https://github.com/OpenSees/OpenSees.
- Example 1: 2D soil column subjected to earthquake base excitation
- Example 2: 3D soil block subjected to static push over
- Example 3: 2D RC frame subjected to earthquake base excitation
- Example 4: 3-D RC frame subjected to earthquake base excitation
- Example 5: A realistic dam-reservoir-foundation coupling system subjected to earthquake base excitation