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