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.
关键词
人行玻璃悬索桥/m法/土弹簧刚度/地震荷载/作用效应
Key words
pedestrian glass suspension bridge/m method/soil spring stiffness/seismic load/action effect
维普
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