Seismic Analysis of Frames With Discrete Masses and Flexible Diaphragm

[IJR]

Pals

Imagine an industrial structure as follows

1- Braced Frames
2- Flexible floors, and random holes in the floor
3- Heavy equipment on random locations of a floor.
4- In seismic zone 4(UBC97 or ASCE-7)

What would you consider to make a close model for seismic analysis?

I can use literature you can suggest too.

respects
IJR