The natural frequency of the single cable plane curved footbridge tends to be in the pedestrian step frequency range, and the resonance phenomenon between people and the bridge is prone to occur. According to the German Pedestrian Bridge Design Guide EN03, the pedestrian induced vibration and comfort analysis of a footbridge is carried out considering the stopping effect of the crowd. The results show that the crowd stopping effect will reduce the natural frequency of the bridge structure; The vertical frequencies of the bridge mode 5 and mode 6 are between 1.25 Hz and 2.30 Hz, so the vertical pedestrian induced vibration acceleration response analysis is required; Before and after considering the crowd stopping effect, the pedestrian comfort levels corresponding to mode 5 and mode 6 are CL4 and CL3 respectively, so vibration damping control is required; After the TMD device is installed, the comfort level requirements of CL1 are met under each working condition of mode 5 and mode 6.