Hi everyone,
I think I have a problem with a facade model.
Behind the facade there are three beams: the one at the bottom is fixed, the other two are free. I applied a displacement to these two beams. As a result, I conducted a time-history analysis. In practice, I applied time histories to the desired nodes.
The problem I face is a high value of the axial forces in such beams.
What can this be due to? In case I can share the model.
Thx in advance.
I think I have a problem with a facade model.
Behind the facade there are three beams: the one at the bottom is fixed, the other two are free. I applied a displacement to these two beams. As a result, I conducted a time-history analysis. In practice, I applied time histories to the desired nodes.
The problem I face is a high value of the axial forces in such beams.
What can this be due to? In case I can share the model.
Thx in advance.