higher frequencies

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Gholamreza
Posts: 84
Joined: Tue Nov 07, 2017 7:47 am
Location: University of Central Florida

higher frequencies

Post by Gholamreza » Thu Sep 13, 2018 12:08 pm

Hello everyone,
I modeled that 3story SAC building and did the eigen analysis for the 3 modes. The first frequency is exactly matched with the references that I have, but the frequencies for mode 2 and 3 are different with my reference. the frequency of mode 2 is about 0.1 and the frequency of mode 3 is about 0.8 less than my reference. I checked all the mass, stiffness and everything seems correct to me. Any idea that what might cause this problem ? (As I go to higher modes frequencies my periods and frequencies will be more different from my reference).

selimgunay
Posts: 913
Joined: Mon Sep 09, 2013 8:50 pm
Location: University of California, Berkeley

Re: higher frequencies

Post by selimgunay » Sun Sep 16, 2018 5:36 pm

If the mode shapes are available in the reference, please check those against yours.

Gholamreza
Posts: 84
Joined: Tue Nov 07, 2017 7:47 am
Location: University of Central Florida

Re: higher frequencies

Post by Gholamreza » Fri Oct 05, 2018 6:32 am

Hello Selimgunay,

Thanks for the response. I think my problem is beam-column connectivity. I will appreciate if you could take a look at what I explained in the link below:

http://opensees.berkeley.edu/community/ ... =2&t=65132

Prafullamalla
Posts: 160
Joined: Mon Feb 02, 2015 6:32 pm

Re: higher frequencies

Post by Prafullamalla » Fri Oct 05, 2018 9:00 pm

Can you share your reference and tcl file. I wanna give try.
Prafulla Malla, Nepal
Praf_malla@hotmail.com

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