It seems to me that the wrong damping value is being used. This appears to use 0.04. But that is the logarithmic decay and not the damping ratio.... Needs to be divided by (2*Pi). A lot of the Midas webinars appear to differ on this....
You showed mass participation 92.1 kN in Z direction and 91.1 kN in Y direction (There are masses, not percentage). Mass participation in percentage in 83 and 80 respectively.
Hi, i am new to Midas civil Software, i am a student and i am doing a project on Lattice type footbridge, what i need to know is can i check the structural failure of the bridge in Midas civil or not. if yes could so please explain or make a new video how i can do it.
