Sensitivity Analysis of m Value to Bridge Dynamic Response when Calculating Pile-soil Effect Based on m Method
In this paper,a pedestrian glass suspension bridge in a park is taken as the research object.Based on m method,different m values are selected to analyze the horizontal displacement and internal force response of pile foundation under earthquake action.The influence of m value selection on the horizontal dis-placement and internal force response of elastic pile is studied.It provides a theoretical basis for the selec-tion of m value when using m method to calculate the horizontal displacement and internal force response of elastic pile,and provides a reference for the related calculation of the same type of bridge in the future.
pedestrian glass suspension bridgem methodsoil spring stiffnessseismic loadaction effect
万方数据
维普
