Posted by: shamaliabhavin
Dynamic analysis: Earthquake : Spectrum load cases query - 05/01/15 11:00 PM
Dear All,
This query is regarding defination of the spectrum load cases.
I wanted to define the spectrum load in some portion of the system.
In the above case, is it necessary to define the anchor movement as Zero?
Regards,
Shamalia Bhavin
This query is regarding defination of the spectrum load cases.
I wanted to define the spectrum load in some portion of the system.
In the above case, is it necessary to define the anchor movement as Zero?
Regards,
Shamalia Bhavin