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dynamic response factor

3 REPLIES 3
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Message 1 of 4
esuffk
1393 Views, 3 Replies

dynamic response factor

Hi,

 

I must admit I am very much a novice when it comes to dynamic response analysis. 

 

Are you able to provide me with a walktrhough for obtaining response factors for a continuous slab supported on a series of simply supported beams.  SCI P354 would be the relevant code. 

 

Your help is much appreciated. 

 

Kind Regards,

 

Andrew

 

3 REPLIES 3
Message 2 of 4
Pawel.Pulak
in reply to: esuffk

Hi Andrew,

Have you tried to define footfall analysis selecting  SCI P354 code?

sci.png

 

Help topics describing footfall analysis can be very useful.

 

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If this post answers your question please click "Accept as Solution". It will help everyone to find answer more quickly!

 

Regards,


Pawel Pulak
Technical Account Specialist
Message 3 of 4
esuffk
in reply to: esuffk

I have had a look at the help topics but am still a little in the dark.  I cam obtain dynamic response factors for a slab but not for steel beams.  does this require modal analysis ?  how would I go about obtaining response factors for the steel beams?

 

Many Thanks

Message 4 of 4
Pawel.Pulak
in reply to: esuffk

If you model a slab together with the beams and FE mesh of the slab is coherent with these beams then they are connected.

In such case response factors for any node along the beams correspond to both the slab and the appropriate point of the beam.

 

Regards,


Pawel Pulak
Technical Account Specialist

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