Seismosoft | Earthquake Engineering Solutions

Hello,

I would like to ask you in a pushover analysis in the results where can I find the horizontal displacement of a column? Also, I want to add a link element with initial lenght 2cm. How can I do that?

Thank you in advance

Hello,

I want to ask you which type do you use to calculate Vrds for columns? Do you use this type: Vrds = Asw/S*0.90*d*fywd*(1+cota)*sina or something else?

Thank you

The diagram in the previous image was for shear 2. What I meant is I can't understand the contribution of this wall to the construction for example its breaking point etc from the form of the diagram. Do you think there is some kind of failure or is this a correct diagram?

Hello,

I have a question for the form of a diagram. It's pushover analysis of a two storey building. This is the infill hysteretic curve for an infill wall in the ground floor. Could you help me a little bit with its analysis and the form of it because I'm a little confused?

Thank you

https://ibb ...

Yes this is what I meant. Thank you.

In a static pushover analysis, in infill panell forces what do the axis show? Forces and time?

Hello,

I want to find the maximum resistance of the infill walls of a 2-storey building. Which graph should I use? Infill panel deformations, Infill panel forces or Infill panel hysteretic curves?

Thank you

Hello,

I have a problem with FRP wrapping. I want to increase the shear strength of the columns so I used CFRP sheets to wrap them. However the results I get are exactly the same with the results of the initial analysis without the wrapping. Why is that happening and what can I do for that?

Thank ...