UNSOLVED WITHOUT NOTIFICATIONS

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goksoy.cem
Posts: 5
Joined: Thu Dec 10, 2020 6:04 pm

UNSOLVED WITHOUT NOTIFICATIONS

Post by goksoy.cem » Mon Oct 11, 2021 7:48 pm

Hello,

I can not take any results without any warnings. The solver screen is as the screenshot I send. I need an assistance about this.

Kind regards
Attachments
Screenshot_3.png
Screenshot_3.png (76.64 KiB) Viewed 2171 times

LuisB
Posts: 9
Joined: Tue Sep 07, 2021 12:21 pm

Re: UNSOLVED WITHOUT NOTIFICATIONS

Post by LuisB » Mon Oct 11, 2021 8:33 pm

Hello goksoy.cem,

Could you share the file of your model?
Regards,
Luis

goksoy.cem
Posts: 5
Joined: Thu Dec 10, 2020 6:04 pm

Re: UNSOLVED WITHOUT NOTIFICATIONS

Post by goksoy.cem » Wed Nov 24, 2021 8:56 pm

Dear STKO Team,
I solved this porblem however, there is something wrong about my model. Participating mass ratios are almost zero. What can be reason of this?
Kind regards

STKO Team
Posts: 3066
Joined: Tue Oct 29, 2019 8:45 am

Re: UNSOLVED WITHOUT NOTIFICATIONS

Post by STKO Team » Thu Nov 25, 2021 9:41 am

also for this we would need your model, it's otherwise impossible to tell what's wrong

marafini.f
Posts: 363
Joined: Fri Nov 13, 2020 1:52 pm

Re: UNSOLVED WITHOUT NOTIFICATIONS

Post by marafini.f » Thu Nov 25, 2021 9:43 am

Participating mass could be very low for the presence of local modes, if you have elements that have a completely different stiffness from the rest of the structure, they may come up first in the analysis. You should either ask for more modes, check the connections in your geometry (maybe you can spot any possible errors by checking the mode shapes), and check the order of magnitude of your mass if you are putting it inconsistently with respect to the rest of the model that can also generate mistakes.

Let me know how it goes and if you have further questions please do attach your model so we can have a look.
Best,
Francesca :geek:

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