Demonstration Examples:: Difference between revisions
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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 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]] | |||
Revision as of 21:49, 11 January 2011
Example prepared by: Quan Gu(UCSD),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 a CVS version of the official OpenSees (after version 2.1.0). The beta version is available at www.lsu.edu/...(date).