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- W2376025281 abstract "Research purposes: The cable-girder anchor zone of long span steel cable-stayed bridge is the key zone where bears giant cable forces with the complicated load-bearing situation.It is hardly to get the actual stress distribution and the mechanism of the stress transferring only by FEM analysis.Based on the static load test to the cable-girder anchor zone of the Huangpu Pearl River Bridge,this paper researches the stress distribution and the mechanism of the stress transferring of the anchor-box type cable-girder anchor structure.Research conclusions:The design of the anchor-box test model for the Huangpu Pearl River Bridge is reasonable and the model can reflect the actual mechanical behavior of the bridge.The anchor-box type cable-girder anchor structure can transfer the stress smoothly and safely and it meets the functional requirement of the long span steel cable-stayed bridge." @default.
- W2376025281 created "2016-06-24" @default.
- W2376025281 creator A5068051370 @default.
- W2376025281 date "2010-01-01" @default.
- W2376025281 modified "2023-09-27" @default.
- W2376025281 title "Research on Mechanics Behaviour of Cable-girder Anchor Structure of Long Span Cable-stayed Bridge" @default.
- W2376025281 hasPublicationYear "2010" @default.
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