Help regarding modelling of RC Masonry Infill wall

I am Israr & doing MSC in structural engineering . I am in research phase of my studies that's why I have to do thesis on "Seismic behavior of  Hybrid Reinforced concrete Masonry infill  frame". Can any one related to civil engineering please guide me about modelling of RC hybrid masonry infill  wall without experimental data. In this regard I have some questions:

Is it possible to do analytical modelling without experimental data?

If so how can I  validate my results?

Does it possible for me  to publish research paper in journal without experimental testing?

Kindly with due respect guide me in detail so I can able to take decision regarding my research wok as I have been stuck from almost nine months in this situation.

Thanks for your suggestions and cooperation.