cali
Civil/Environmental
- Aug 15, 2001
- 16
Hi,
I am modeling a sequence of deck placement in a bridge. I am using concatenated analysis using the RESTART function. However, I am having some convergence problems. Therefore, I would like to define each model independent but I need to define the initial stresses corresponding to those obtained at the end of the previous model. Does anybody know how to call these stresses from another standard analysis?
I was checking the subroutine SIGINI, but I have a large number of elements, so I can't define the stresses for each one.
thanks,
I am modeling a sequence of deck placement in a bridge. I am using concatenated analysis using the RESTART function. However, I am having some convergence problems. Therefore, I would like to define each model independent but I need to define the initial stresses corresponding to those obtained at the end of the previous model. Does anybody know how to call these stresses from another standard analysis?
I was checking the subroutine SIGINI, but I have a large number of elements, so I can't define the stresses for each one.
thanks,