Analysis of Spatial Load on Metro Station with Structural Joints
DING Chun lin
A station of Nanjing Metro Line 1 is a transfer station between Metro Line 1 and Metro Line 2. The running tunnel of Metro Line 2 and planned highway tunnel pass through the second story of the underground station. The load on structure with many joints is a complex one. It is difficult to determine the load on structural members by use of classic simplified plane method. This paper puts forward a method by use of beam plate column element model to analyze the spatial load on the metro station with a general program ALGOR and the load on beam, plate, column in the structural joints is compared with that in the general sector, which provides background information of structure design for the metro station.
【CateGory Index】： U231