Simplified Analysis of the Stability of the Single-column Pylon of the Single-cable-plane Cable-stayed Bridge
Wancheng Yuan
Abstract
Wancheng Yuan
Abstract
Stability of the pylon of the stayed-cable bridge, especially of the single-column pylon of the single-cable-plane cable-stayed Bridge, is the outstanding problem because of its large compress. In this paper, the simplified analysis methods of the elastic and plastic stability of the pylon are preferred respectively after its force condition is simplified. Two examples based real bridges are given finally. The result evinces that the methods in the paper are available.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
Stability of the pylon of the stayed-cable bridge, especially of the single-column pylon of the single-cable-plane cable-stayed Bridge, is the outstanding problem because of its large compress. In this paper, the simplified analysis methods of the elastic and plastic stability of the pylon are preferred respectively after its force condition is simplified. Two examples based real bridges are given finally. The result evinces that the methods in the paper are available.
Key concepts: Pylon, Bridge (graph theory), Structural engineering, Column (typography), Plane (geometry), Engineering, Stability (learning theory), Connection (principal bundle)