Seismosoft | Earthquake Engineering Solutions

i couldn't get what you mean by "plot global x-direction displacement versus load factor" , if you don't mind can you show me how, by steps ?
and you can ignore this model and take a look at my main model "A0F-1", i was just trying to figure out what i'm doing wrong in defining the FRP so i made ...

hi huffte.First I thank you for taking a look to my problem . but i need to know what exactly the significant effect that happen ?? because i didn't see any change in the pushover curve and that what it matters to me in my study.it seems to that neither the base shear or the displacement changes .

hello there

I'm studying something related to the use of FRP as a retrofit technique, but there is no effect while using it or not. and of course this not logical !!
i've tried it on a concrete shear walls and on a simple model of a column. if you removed the FRP nothing will change.
so those are ...