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- W2364834024 abstract "It is very critical to realize the effective strengthening of the reinforced concrete frames by using the reliable connections between the eccentric steel bracing and reinforced concrete frame and giving a full play of the superior energy-dissipation behavior of the eccentric steel bracing.The U-Section Steel-Encased design was used in the connection of the eccentric steel bracing and reinforced concrete frame,the EF software in the ABAQUS was adopted to built the model and the experimental parts were examined,the paper obtained the fol-lowing: the ultimate carrying capacity of the structure,the energy dissipation failure mode,the lateral stiffness and ductility factor.Then the paper gave a further analysis on the relevant design parameter such as the length and thickness of the bottom plate in U-Section Steel-Encased connections,the corresponding influence behaviors were obtained." @default.
- W2364834024 created "2016-06-24" @default.
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- W2364834024 date "2010-01-01" @default.
- W2364834024 modified "2023-09-23" @default.
- W2364834024 title "Joint Reinforcement of Eccentric Steel Bracing Concrete Frame Structures" @default.
- W2364834024 hasPublicationYear "2010" @default.
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