Hello everyone.
I model a 3D steel pile wharf model. I used "Steel02" Material for piles and use dispbeam column elements.
my modal analysis shows good time period match with my abaqus results and dynamic analysis also seems good but when I apply pushover analysis, my Pushover curve does not fall and I increased the target displacement up to 10 meter then my curve does fall at 6 meter disp which is very high. i checked all material properties many times. i don't know where is the problem.
thanks.
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- Wed Feb 28, 2024 2:06 am
- Forum: OpenSees.exe Users
- Topic: steel02 pushover curve error
- Replies: 0
- Views: 8899