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Seismic Analysis of Frames With Discrete Masses and Flexible Diaphragm

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IJR

Structural
Joined
Dec 23, 2000
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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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