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  1. struct2012

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

    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...

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