Second order effect and frame imperfections

Second order effect and frame imperfections

KillianPMG
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Message 1 of 7

Second order effect and frame imperfections

KillianPMG
Enthusiast
Enthusiast

Hi guys,

 

I've attached an snip from an SCI design guide below.  I'm designing a tall steel braced building. Bracing is in the form of K-frame therfor tension and compression.

 

I'm trying to understand how to conduct full second order analysis and any limitation with using second order analysis in Robot.

 

If I select non linear and p delta effect in analysis parameters, is it correct to assume robot accounts for:

 

  • frame imperfection, so I do not have to apply notional horizontal loads (EHF) as per eurocode 
  • second order effect due,to the deformed geometry, is accounted for in the analysis.

Are there other settings or important points I should look out for when running a second order analysis in Robot 2015.

 

My building is 40m high, each column has nodes at approximately 6m centres ( from research I believe it important to have internal nodes to run non linear, p delta analysis).

 

 

 

Capture.PNG

 

 

Thanks for your guidance.

 

Killian

 

 

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3,415 Views
6 Replies
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Message 2 of 7

Rafal.Gaweda
Autodesk Support
Autodesk Support
I think p delta effect in analysis parameters is correct to be assumed.


Rafal Gaweda
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Message 3 of 7

KillianPMG
Enthusiast
Enthusiast

Rafal,

 

Thanks for your reply.

 

So I can just select p-delata analysis box and leave the non lnear box unticked.

 

Regards

 

Killian

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Message 4 of 7

Rafal.Gaweda
Autodesk Support
Autodesk Support
pdelta+nonlin will be ticked


Rafal Gaweda
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Message 5 of 7

mustafahesenow
Advisor
Advisor
Accepted solution

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Mustafa Hesenow
Senior Structural Design Engineer/MZP
LinkedIn

Message 6 of 7

t.sautierr
Advisor
Advisor

"frame imperfection, so I do not have to apply notional horizontal loads (EHF) as per eurocode "

 

Maybe I missed something in RSA, but i think it is not performed automatically -> you have to set this effect manually even when pdelta is ticked.

 

 

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Message 7 of 7

t.sautierr
Advisor
Advisor

"1- Consider (P-Δ and P-δ) Effects ( flexural, shear and axial deformations).

2-Consider the initial Imperfection whether by direct modeling of that Imperfections pf structural members or by inclusion of notional loads.

3-Reduction on the member stiffness to remove the partial yielding due to residual stresses in the members which is creating destabilizing effects."

 

What difference you make between P- small delta and 3)? To me 3) is related to push-over analysis and is not taken into account even when p-small delta is ticked?

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