Tunnel form analysis

cagatayk

New Member
When I choose analysis with semi-rigid slabs in my project, the computer gets very stiff and I have to wait for hours for analysis. If I did the analysis rigidly instead. Will it be a problem if I don't do it with the tiles?
 
No, I think it's okay, but you'll get more realistic results with a semi-rigid diaphragm. Sent from my SM-G925F using Tapatalk
 
"cagatayk":2617lwup" said:
When I choose analysis with semi-rigid slabs in my project, the computer gets very stiff and I have to wait for hours for analysis. If I do the analysis rigid instead. Would it be a problem if I don't do it together with slabs?
Slabs in tunnel formwork projects You should apply a semi-rigid diaphragm solution as it does not fit on the beams in every eye and the curtain/flooring system must be solved together.
 
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