Research on comfort analysis method and optimization design of pedestrian bridge

Abstract

In this paper, the characteristics and modes of pedestrian load are summarized, and the norms of pedestrian load in different countries are compared. At the same time, the pedestrian excitation load is briefly introduced .Then, combining the three conditions of single, double and three-person pedestrian load with the above four common pedestrian load conditions, 12 groups of different load conditions are formed, and the case study is carried out, and the conclusion is drawn as follows: Under the condition of slow walking, the vertical peak acceleration response of the structure under inconsistent stride length slightly increases, but the impact on the pedestrian comfort of the bridge is not significant. When walking slowly and at the same pace, the vertical peak acceleration of the structure increases significantly, which has a significant impact on the pedestrian comfort of the bridge. The common vibration control measures are also introduced. Through the comparison of relevant regulations, combined with case studies and common vibration control measures, it is hoped that it will be helpful to improve the comfort of pedestrian Bridges in the future, and the relevant regulations in China will be revised.