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hi to all folks.
i have a trouble with flexible diaphragms. I´m working on a Thesis about this and i have floors of reinforced concrete, i think they are flexibles because they have huge openings on the floors.
My question is how should i modelate a bulding in a software to determine if it is rigid or flexible.
I know that it´s flexible when:
                     Max Lateral Deformation> 2 * Story Drift
My big problem as i said, HOW SHOULD I MODELATE?
A) Modelate as Rigid then i compare the desplacements as above?
B) Modelate as flexible then i compare....
Or maybe there is another way to check if it is flexible.
Thanks in advance.

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