IDA Analysis Error in Hysteric Damper Modeling

[khansefidali]

Dear Seismosoft support team
I'm working on the modeling of scissor jack hysteresis damper in steel frame building by IDA analysis, but I faced a problem in analysis. In IDA analysis the first scaling analysis is done without any problem, but the second one did not start and the it is terminated in the beginning due to permanent load.
I've attached my model, I was wondering to hear from you.
With Regards.

[seismosoft]

Hi Ali,

We have looked into the model that you sent us and we found out that there was a bug in the initialisation of the link parameters in IDA.
The bug is fixed in the new v7.0.4 release, which you can download from our webiste.

Seismosoft Support

[khansefidali]

I've downloaded and testes the new version. the problem is solved.
Thanks a lot.