Abstract:Combined with the Benxi Xiaohuashan Bridge Project, the engineering situation, overall layout, structural design, and static and dynamic calculation and analysis of the bridge are introduced. The stress analysis and comparison of concrete cable-stayed bridges with different structural systems are carried out. The solid finite element local analysis and optimization of the key nodes of the pylon-beam consolidation are carried out, which can provide the reference for the design of similar span double-rib concrete cable-stayed bridges in the future.