Demonstration Examples:: Difference between revisions

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Example prepared by: <span style="color:blue"> Quan Gu(UCSD),Joel P. Conte(UCSD), Michele Barbato(LSU)</span>
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 a CVS version of the official OpenSees (after version 2.1.0). The beta version is available at www.lsu.edu/...(date).
The results presented here have been obtained by using the latest official OpenSees, which is available at https://github.com/OpenSees/OpenSees.


[[File:Example.gif]]
*[[Example 1: 2D soil column subjected to earthquake base excitation]]
[[File:Exampleyl_Push.GIF|link=OpenSees Example 1b. Elastic Portal Frame]]
*[[Example 2: 3D soil block subjected to static push over]]
[[File:Figure1__Layered soil column.GIF|link=OpenSees Examples Manual -- Structural Models & Analyses|right]]
*[[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.