cali
Civil/Environmental
- Aug 15, 2001
- 16
Hi,
I am modeling the deck casting sequence of a bridge. I am using several concatenated models, but I need to define some initial conditions for stresses and for the new positions of the nodes which correspond to the previous analysis.
I appreciate any help.
Thanks,
NGC
I am modeling the deck casting sequence of a bridge. I am using several concatenated models, but I need to define some initial conditions for stresses and for the new positions of the nodes which correspond to the previous analysis.
I appreciate any help.
Thanks,
NGC