Convergence error in cyclic masonry
Convergence error in cyclic masonry
i am running the cyclic analysis of masonry wall and facing this error.
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Re: Convergence error in cyclic masonry
There are some basic errors in your model.
Some of them are:
Some of them are:
- The 2D plane stress element has a 0 thickness!
- The beam is 3D but the wall is 2D. You cannot mix them