I was performing a cyclic hollow pile to pile cap connection using ABAQUS, I use concrete damage plasticity (CDP) and static general analysis in my model. Some videos on youtube suggesting that since I use CDP which has a softening branch, the static general analysis will not included the CDP parameters I input. You can watch on the link below at minute 10.00 for detailed information. Should I use a static of dynamic analysis?

https://www.youtube.com/watch?v=PTRQib7C6po&t=705s

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