Investigation and Analysis of Service Performance of Cable Arch Bridge Structure Under Accidental Lateral Load
摘要
This article investigates the response behavior of such structures under unexpected lateral impact loads, and quantitatively studies the impact of vibration caused by impact on driving performance, pedestrian comfort, and other aspects. Based on parameter analysis methods, explore the impact of impactor quality and speed on the above behavior. The simulation results indicate that as the mass and speed of the impact body increase, the discomfort of driving increases, which is unacceptable to pedestrians.