Yes, all the DOFs have been fixed except the DOF to describe the SCB response. I have run an eigen value analysis already and obtain 10 eigenvalues. Even the pushover seems to be working fineseismosoft wrote: ↑21 Oct 2020, 09:08 Indeed the scb response curve is appropriate for the link element. I thought that you meant that you were trying to use the SMA material model with the link element. Regarding the convergence problems that you face, carry out a search for 'convergence', you will find numerous posts. Specifically for the link element, make sure that all DOFs are fixed. An eigenvalue analysis might give you valuable insignt
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modeling SMA braces in 6story steel frame
Re: modeling SMA braces in 6story steel frame
- seismosoft
- Posts: 1193
- Joined: 06 Jul 2007, 04:55
Re: modeling SMA braces in 6story steel frame
Carry out a search in the form for convergence problems. There is also a section in the User's Manual on how to fix such convergence problems.
Have a look at the Convergence Details page in the post processor, you might get valuable information.
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Have a look at the Convergence Details page in the post processor, you might get valuable information.
Seismosoft Support