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- W2379195792 abstract "The paper presents a preliminary analysis on the behavior of concrete-steel tube(CFT) with slippage interface.The difference between the new type structure and traditional CFT is that only the core concrete endures axial loads, but the steel tube simply offers hoop force and does not bear the longitude load as traditional structure.Owing to the optimized CFT and loading mode,the steel tube may yield later than exsisting CFT.Various theories and test results proved that this new type of CFT possesses more remarkable axial bearing capacity than traditional specimen. Therefore,the new structure presents a new mode and relevant analyzing methods to the confined concrete ." @default.
- W2379195792 created "2016-06-24" @default.
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- W2379195792 date "2004-01-01" @default.
- W2379195792 modified "2023-09-23" @default.
- W2379195792 title "Research on the Behavior of Concrete-Steel Tube with Slippage Interface" @default.
- W2379195792 hasPublicationYear "2004" @default.
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