Effective modal Masses

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

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mkumar07
Posts: 14
Joined: Mon Mar 10, 2008 5:37 am
Location: LONDON

Effective modal Masses

Post by mkumar07 »

Hi Silvia,

Is there a command in Opensees to find out Effective modal masses for each mode of vibration?

Look forward to hearing from you.

Regards,

Kumar,M.
Mukesh Kumar
PhD student,
Imperial College of London, UK
silvia
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Post by silvia »

why take that fun away from you!!!
it's all in post-processing, isn't it?!
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
mkumar07
Posts: 14
Joined: Mon Mar 10, 2008 5:37 am
Location: LONDON

Effective modal masses

Post by mkumar07 »

Dear Silvia,

Thanks for your reply.

I needed it becoz, I am performing NTHA on same structure with Opensees and another software. I am getting same top displacement and different base shear with two software. If I calculate effective modal masses manually and multiply with relative mode acceleration and sum them i m getting the result matching Opensees (following Chopra Example). Whereas from other software i m getting different base shear and different effective modal masses.

Thats why I wanted to know if I can get it directly from the OpenSees to validate my calculations and find the reason for difference in two software.

If there is some way you could help.
Mukesh Kumar
PhD student,
Imperial College of London, UK
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

it is hard to have exactly the same models.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
kishor
Posts: 80
Joined: Wed Jan 24, 2007 6:35 pm
Location: McGIll University

Post by kishor »

Dear Silvia,
Can you please give me tips on how to calculate effective modal mass as well as response of each mode in time history analysis in Post processing?
Kishor
Research Assitant
McGill University
Canada
silvia
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Joined: Tue Jan 11, 2005 7:44 am
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Post by silvia »

i hope someone here can help, i haven't done it nor looked at that dynamics in a long time.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
kishor
Posts: 80
Joined: Wed Jan 24, 2007 6:35 pm
Location: McGIll University

Post by kishor »

Thank You!
I came with a similar question.
Can we do Time history analysis considering only first five modes in OpenSees?
Kishor
Research Assitant
McGill University
Canada
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

if you model those only.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
bayram_aygun
Posts: 109
Joined: Sat May 05, 2007 12:28 pm
Location: Houston, TX

Post by bayram_aygun »

Hi,

I'm attaching two links which will have explanatory notes on how I tackle the mass participation factor issue in OpenSees. Most of the codes are NOT written by me and I have to admit that the codes might have to be modified according to your individual needs.

www[dot]owlnet.rice.edu/~ba2/Modal_Analysis_OpenSees_Forum.pdf


www[dot]owlnet.rice.edu/~ba2/Modal_Analysis_OpenSees_Forum.doc


The point I'm posting these is not that I claim these codes to be a universal answer to your individual problems but I want to share the information I have on the mass_participation issue. That's all it is.

Please don't expect everything to be very straightforward and treat the notes as a "Buffet" and try to "eat" as much as you can.

Hope this helps a couple of people out there,

I will try to do my best to answer any questions which might arise...

Thanks,
Bayram Aygun
Graduate Student, Civil&Env. Eng.
Rice University
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