hi all,
i have some errors when operating EQ analysis..
and ma question is that should i apply "mass" on the x-dir.?
if i have to apply on the x-dir., what value should be applied?
is it weight/g ?????? how about y-dir.?
applying ground motion
Moderators: silvia, selimgunay, Moderators
Re: applying ground motion
I suggest you to read A. Chopra's book "Dynamics of Structures". He will give you the answer to your question.