mihaipurcaru
Civil/Environmental
- Jan 14, 2012
- 1
hi everybody!
I trying to modelling a masonry wall with FRP reinforcement in sap2000. For that I think that shell nonlinear element it's ok. Is someone who has done this before?
best regards
I trying to modelling a masonry wall with FRP reinforcement in sap2000. For that I think that shell nonlinear element it's ok. Is someone who has done this before?
best regards