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oyvinkle
Posts: 56
Registered: ‎01-11-2013

Rigid diaphram in modal analysis

227 Views, 1 Replies
01-21-2013 03:55 AM

Hey!

 

I am trying to do a modal analysis with the mass only considerd in the x- direction. I whis the walls to be fixed between the flors whitch are ridgid diaphrams. It seems okay until the top flor where there sems to be no conection between the diaphram and the wall. What can i do? i have used linear relese fixed for all the wall elements and deleted the fixed fuction for all the edges..

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Rafal.Gaweda
Posts: 5,604
Registered: ‎04-26-2010

Re: Rigid diaphram in modal analysis

01-21-2013 04:01 AM in reply to: oyvinkle

Please send us model to check.

If too large please use www.fielmail.com or www.wetransfer.com service



Rafal Gaweda
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