The field data of the girder’s level and key section’s stress of Beijing Fifth-ring Road Shijingshan cable-stayed bridge are presented and analyzed in detail in this paper. The test results are in accordance with the simulative results. It proves that the stress of girder’s key sections of rotating part can meet the requirements of corresponding design and construction code at each stage. The stress state of the whole bridge is reasonable and the girder’s level smoothness can meet the requirements of the design and code. Therefore the construction quality has been under good control.
Constructional Mechanical Analysis of the Girder of Shijingshan Cable-stayed Bridge with Single Tower and Single Cable Plane
2006-11-15
62006-01-01 pages
Article (Journal)
Electronic Resource
English
Hoisting method for cable-stayed bridge steel box girder
European Patent Office | 2020
|Cable-stayed bridge steel box girder segment hoisting equipment
European Patent Office | 2024
|British Library Online Contents | 2005
|Steel truss girder cable-stayed bridge initial internode installation mode
European Patent Office | 2021
|