Demonstration Examples: Difference between revisions
Jump to navigation
Jump to search
Foxchameleon (talk | contribs) (Created page with 'Demonstration Examples') |
Foxchameleon (talk | contribs) No edit summary |
||
| Line 1: | Line 1: | ||
[[ | Example prepared by: <span style="color:blue"> Quan Gu(UCSD),Joel P. Conte(UCSD), Michele Barbato(LSU),Yong Li(UCSD)</span> | ||
---- | |||
[[Sensitivity Analysis| 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 a CVS version of the official OpenSees (after version 2.1.0). The beta version is available at www.lsu.edu/...(date). | |||
*[[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]] | |||
Latest revision as of 23:41, 11 January 2011
Example prepared by: Quan Gu(UCSD),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 a CVS version of the official OpenSees (after version 2.1.0). The beta version is available at www.lsu.edu/...(date).