cmmezher
Civil/Environmental
- Jun 10, 2014
- 1
I am trying to introduce seismic analysis in etabs v13 using Rpa99 code’s already prepare the response spectrum function and it's inserted in etabs but I have a question about the modal damping value that should be used in dynamic analysis,
In addition does the rpa99 mention anything about scaling factor?
In addition does the rpa99 mention anything about scaling factor?