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)
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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. 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