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- W2374303632 abstract "The Tongling Changjiang River Rail-cum-Road Bridge is a steel truss girder cablestayed bridge with a main span of 630m.The stay cables composed of parallel steel strands are arranged in three cable planes.To ensure that the stay cable anchoring parameters designed for the bridge are accurate and reliable,the study was carried out from aspects of the composition,design principles and influencing factors of the stay cables made of steel strands.The results of the study show that the stay cables made of steel strands,in terms of composition,are different from those made of parallel steel wires,but the actual anchoring points of them are the same.When the anchoring parameters are designed,the cable forces in the complete bridge state must be applied accurately according to the horizontal angles used for the derivation of the horizontal forces,the impact of the pre-camber of the main girder must be considered,but when the pre-offsetting of the bridge pylon is not too big,the pre-camber of the main girder can be ignored." @default.
- W2374303632 created "2016-06-24" @default.
- W2374303632 creator A5000432967 @default.
- W2374303632 date "2013-01-01" @default.
- W2374303632 modified "2023-09-22" @default.
- W2374303632 title "Study of Anchoring Parameters Design for Stay Cables of Tongling Changjiang River Rail-cum-Road Bridge" @default.
- W2374303632 hasPublicationYear "2013" @default.
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