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by RussellJ
Fri Nov 12, 2010 8:32 am
Forum: OpenSees.exe Users
Topic: Modelling concrete slabs
Replies: 12
Views: 14973

Hi evxjr, I would be interested in doing the same thing. So far all the examples I've seen just seem to treat it as an equivalent beam frame system. However that doesn't take into account the 2-way spanning effects. Other than that a rigid floor diaphragm might be suitable for some work. If you find...