Seismosoft | Earthquake Engineering Solutions

By the way, if I use one vertical and one horizontal rectangular section, what should be the way to connect them together so that they can behave like a entire wall instead of two different members? I am not sure about the node or constraints details to model them using two different rectangular ...

Hi All,

I am trying to figure out a way to introduce a in-plane shear wall having a flange. What if I use either steel or reinforcement section but I employ masonry material model to create the section? The masonry section module gives me only the rectangular options, not the T-sectioned ones. But ...