I was wondering if there is any way to apply a ground motion to a structure in a direction other than one of the three principal axes.
Thanks
BRYGN
Specifying Transient Analyisis Direction
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Build you model not in principal axes,input groud motion in principal axes.
lish hit
Harbin Institute of Technology
e-mail:leeshhit@163.com
Structural nonlinear dynamic analysis,
structural simulation
Harbin Institute of Technology
e-mail:leeshhit@163.com
Structural nonlinear dynamic analysis,
structural simulation
Thanks! These are both ideas that I had crossed my mind but I am lacking knowledge on how to implement. As far as building the model off the principal axes goes, that seems doable if you have one or two directions you want to use for the excitation. I am wanting to consider many different directions and therefore see this approach as somewhat laborious and awkward.
My preference would be to break the ground motion up into its components but I don't know if it is possible to run two orthogonal ground motions simultaneously. Are there any pointers?
Thanks
My preference would be to break the ground motion up into its components but I don't know if it is possible to run two orthogonal ground motions simultaneously. Are there any pointers?
Thanks