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- 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...