Soco
Civil/Environmental
- Sep 12, 2005
- 10
I would like to have informations from somebody who knows safe software:
Can we model lateral supports on the periphery of the foundation?
I need to take into account earthquake and therefore I have a base shear that I need to implement on safe software.
What is the way to implement this base shear and to take into account correct lateral supports on the structure.
Can we model lateral supports on the periphery of the foundation?
I need to take into account earthquake and therefore I have a base shear that I need to implement on safe software.
What is the way to implement this base shear and to take into account correct lateral supports on the structure.