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
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





