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FEA of a 3D Model in SAP2000 Based on "strains" as input loading

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struct2012

struct2012

Structural
Aug 13, 2012
1
Hi everyone,

I have a super-tall structure modelled in SAP2000. I also have real-time measured strains of the structure at the site at different level for concrete and reinforcing steel. I had already analysed the model based on time-history analysis as assumed loading. What I want to do is to input these strain values in SAP2000 model and run the analysis. Is there any way to do this?

Many thanks.
 
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