Dynamic analysis of pedestrian bridge midas Civil 

EXCELENTE MUCHAS GRACIAS!!!!

I enjoyed it very much thank you.

Mistake at 20.33, F0=280N not 280kN. F0=910N not 910kN.

Why damping is less in steel

It appears to me that the damping ratio should not be 0.04 and it should 0.04/(2*Pi). 0.04 is the logarithmic decay (not damping ratio). As per this Midas video: ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-6Q0Me7VUcOg.html

can u please provide the bridge details so that I can replicate it?

Dear Sir, kindly send the link of bridge modeling.

Hi could you please send to me excel file?