Modelling an infill-frame in OpenSees

[sonamd]

Hi there
I am new to OpenSees. So, it is a bit complicated for me. However,I am trying to model an infill frame in OpenSees in an In-plane loading condtion (Out of plane loading is bit far for me now!). I went through the example given in the OpenSees website and I found that it is complex. I mean it is a coding for IP and OOP interaction and removal of element when time history load is applied. I am looking for a simpler coding for an infill frame in an in-plane loading condition with the diagonal modelled as a truss element. Can anyone help me with this please and send the coding to snmdorji09@gmail.com? Thanks

[fmk]

if you just want in-plane loading and want to model with trusses and beams i suggest you model it yourself .. it is a rather trivial model and will help you learn OpenSees in doing so.

[Orum]

I have infilled frame 3d model and, in order to model the infill elements, I used Mosalam2008 which is according to Opensees infill element. Also, I have applied removal infill element command and, it does pushover analysis for 2, 3, 4, 5-storey well. But, when I want to develop it to 6-storey or more, it gives the following error and it remove the infill elements in the first step of iteration, then it dose pushover without infills.
ForceBeamColumn3d::getResponse() file for infill wall (Dispwall1.tcl could not be opened)
could you please give me some hints. I checked every thing in my model but i could not find any reason for that. what are the main issues in dealing with removal element command to take care about? Thx

[Kainaat]

Can you please share the coding for modelling an infill by yourself.