The comfort of pedestrian bridges has become an important indicator in landscape bridge design. This article takes a pedestrian landscape bridge project in a certain scenic area in China as an example, and uses Midas Civil finite element analysis software to establish a three-dimensional finite element model. The structural dynamic characteristics and human induced vibration response of the bridge are analyzed. The time-history response results of human induced vibration acceleration indicate that the comfort of the bridge does not meet the requirements of the design and specifications. Therefore, a vibration reduction design scheme using an eddy current tuned mass damper (TMD) was proposed, and the effectiveness of the vibration reduction was evaluated through practical engineering, confirming the feasibility of the scheme