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.