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Structural
- Dec 14, 2013
- 142
Anyone know of a simple way to get the total force transferred between walls and diaphragms when utilizing response spectrum analysis?
If it were static or time history, I could subtract the shear in the walls above/below the diaphragm. But in response spectrum analysis this isn't quite correct. I would have to extract the shear from each mode, and do the modal combination outside of ETABS, which is doable, but kind of tedious.
-JA
try [link calcs.app]Calcs.app[/url] and let me know what you think
If it were static or time history, I could subtract the shear in the walls above/below the diaphragm. But in response spectrum analysis this isn't quite correct. I would have to extract the shear from each mode, and do the modal combination outside of ETABS, which is doable, but kind of tedious.
-JA
try [link calcs.app]Calcs.app[/url] and let me know what you think