Hello all dears

To do time history analysis in ETABS

I downloaded 7 acceleration records from the Peer site

and then I made the spectrum according to the rules and got the scale factors

I introduced it to Etabs software and did a time history analysis

but does not occur nonlinear hinges in beams and columns

I'm likely to make a mistake in scaling

when I Multiplied the acceleration in an extra g(=9.81) I find my goal. But I have to have a reason for my work

If I get a scaled acceleration that is correct and ready to use in Etabs

I can compare and find the problem.

please send me the scaled acceleration record that you used for time history analysis in Etbas.

Sincere thanks

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