May 18, 2021 at 5:27 pm
hhusker
Subscriber
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Hello sharvey

I was pointing to the fact that I cant apply a unit force in harmonic analysis to the prestressed structure. I was able to do so when using MSUP, but full method is returning much more accurate when not prestressed. So i would prefer to use full method to get the results AM I going fundamentally wrong somewhere in my approach?

Regards,

Haafiz Husker

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