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Seismic Analysis of Frames With Discrete Masses and Flexible Diaphragm

Seismic Analysis of Frames With Discrete Masses and Flexible Diaphragm

Seismic Analysis of Frames With Discrete Masses and Flexible Diaphragm

(OP)
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

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