3) The foot bridge shown is expected to be excited at 2 Hz by the average human gait. Assuming an excitation force amplitude of 600 Ib, design a tuned vibration absorber to counter the excitation...
3) The foot bridge shown is expected to be excited at 2 Hz by the average human gait. Assuming an excitation force amplitude of 600 Ib, design a tuned vibration absorber to counter the excitation while having its own steady-state vibrations less than 3 inches. Keep the absorber mass less than 750 lb. ka
3) The foot bridge shown is expected to be excited at 2 Hz by the average human gait. Assuming an excitation force amplitude of 600 Ib, design a tuned vibration absorber to counter the excitation while having its own steady-state vibrations less than 3 inches. Keep the absorber mass less than 750 lb. ka