Dear Colleagues,
I'm trying to make a model of RC prefabricated structure using ETABS software's link elements to model the connection between the elements.
The links are multi-linear plastic with non-linear force-displacement relationship for U1 and U2 directions.
The U2 direction represents...
Dear Colleagues,
Please share your thoughts on the following question.
I'm going to model a Prefabricated Large Panel Reinforced Concrete Building in ETABS and perform Nonlinear Static and Nonlinear Time History Analyses.
The model has the following assumptions (see figure 1):
- RC Panels are...
