Demonstration Examples:

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