Reaction-Seismic analysis-Larger vertical forces without vertical acceleration

Anonymous

Reaction-Seismic analysis-Larger vertical forces without vertical acceleration

Anonymous
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Hello everybody,

 

I have modelled a slender, rectangular based steel tower with the height of more than 20 m. I made the modal analysis and it gives 11 modes, which look correct.

 

After I made a seismic analysis according to IBC 2012. I attached a picture about the resulted reactions for the 4 supports in case of 1*X+1*Y.

 

My question is how it is possible, that without vertical acceleration(!), how did the vertical forces increase?  Initially, from the self-weight it was 4*~17.8kN=71.20kN, now at this case when the 2 horizontal excitation happened it is 4*~(58.6-58.9)kN=235kN...

 

Thanks in advance, and I appreciate an early reply if possible.

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Anonymous
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In addition I thought it because the moment, but I am not sure about that regarding the results' table.

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Rafal.Gaweda
Autodesk Support
Autodesk Support
Accepted solution

It seems you missed setting of combination sign \ main mode.

See slide 28 and 41 in webinar 7

https://www.youtube.com/watch?list=PLY-ggSrSwbZqow_60fiqJwS69mg1nQMzk&v=3G5NwyDSzxs

 

without signing - look at sum of reactions \ sum of forces in Reactions table

 

 

 



Rafal Gaweda
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Anonymous
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Thank you for the answer Rafal!

 

I did now these steps and I got the results. I did it now with another tower as well, which is triangle based (also a slender tower). But now another question just arised for me. I guess it is a basic static. 

 

The reaction from self-weight is ~30kN and I git now the attached results.. How the static equilibrium appears? If I have larger vertical forces (because of moments) we still need the balance and I don't see that with such moments.

 

I can send you the model if you can attach an email address or here.

 

Thank you very much!

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Anonymous
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Dear Rafal, I guess I found the balance that I am looking for. 

 

However, some explanation would be welcomed according to this phenomena: why did the vertical forces increased ? Why do we need this signed mode calculation?

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Rafal.Gaweda
Autodesk Support
Autodesk Support
Accepted solution

Set  modal case correctly:

 

pseudom.jpg

 

or

 

modal23.jpg

 

to get

 

reac23.jpg



Rafal Gaweda
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Anonymous
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That was again really helpful, thank you. I appreciate your time and effort! I got the results, that you have also got.

 

What I did before, I used the percent of mass participation limit with 90% of the mass. Why this type of calculation gave wrong results? And why we had the problem without the signed modes?

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