Dynamic analysis of pedestrian bridge midas Civil

[@elkiparionarojas9206]

EXCELENTE MUCHAS GRACIAS!!!!

[@PeterSsemakulaMukiibi]

I enjoyed it very much thank you.

[@NTC]

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

[@structuralplatform4092]

Why damping is less in steel

[@YatiRTank]

Dear Sir, kindly send the link of bridge modeling.

[@ericliu1558]

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

[@eddablin]

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: ua-cam.com/video/6Q0Me7VUcOg/v-deo.html

[@filippoplutonio9181]

Hi could you please send to me excel file?