Study on Static Analytical Method of Multi-Tower Self-Anchored Suspension Bridge

Abstract

Based on the deflection theory and the characteristics of multi-tower self-anchored suspension bridges, considering the influence of longitudinal stiffness of main tower and bending effect of stiffening beam, the equilibrium differential equation and deformation coordination equation of multi-tower self-anchored suspension bridges are established. By “replacing beam” method, the practical calculation formula of internal force and deformation of multi-tower self-anchored suspension bridge was deduced, and the corresponding calculation program was implemented. The correctness of the analytical method and calculation program was verified by an example. The analytical method of static analysis of multi-tower self-anchored suspension bridges established in this paper can theoretically explain the mechanical characteristics of the structure, and the calculation method has a clear calculation flow. The internal force and deformation of the structure under live load can be approximately calculated only by inputting the main design parameters of the structure, which is suitable for structural design and parameter analysis of multi-tower self-anchored suspension bridge.

Keywords

• multi-tower
• self-anchored suspension bridge
• deflection theory
• substitution beam
• static analysis