Study on Vibration Effect of Train at Structure of Hangzhou Xiaoshan International Airport Phase Ⅲ
The influence of the running vibration of the railway on both the structure and the comfort of the passengers in the station cannot be ignored.The equivalent three-dimensional hexahedron element of the traditional three-dimensional viscoelastic boundary is derived by using the finite element method,and the influence of train vibration on the structure of Hangzhou Xiaoshan International Airport(Phase III)is studied.The maximum vibration velocity of the terminal building when a train passes through is obtained.The relevant results not only meet the requirements for the safety of structural vibration response but also verify the rationality of the structural design.
airportterminaltrain vibrationfinite element analysisvibration response
万方数据
维普
