Hi all,
For cyclic analysis, I have used non spatial loading function in which displacement varies with time.
After modelling, I need to analyse it. Which analysis type should I select?
Structural Linear Static
Structural Eigen Value
Structural Stability
Structural Direct Response
Structural Modal Response
Structural Nonlinear
Phased
or any other. I have to see the max. load a frame can carry when cyclic load is applied on frame beam. I need to see the frame to and fro motion as well. I am using TNO Diana and Midas FX+ Modeller.
Thank you for any help
For cyclic analysis, I have used non spatial loading function in which displacement varies with time.
After modelling, I need to analyse it. Which analysis type should I select?
Structural Linear Static
Structural Eigen Value
Structural Stability
Structural Direct Response
Structural Modal Response
Structural Nonlinear
Phased
or any other. I have to see the max. load a frame can carry when cyclic load is applied on frame beam. I need to see the frame to and fro motion as well. I am using TNO Diana and Midas FX+ Modeller.
Thank you for any help