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- W2366961673 abstract "The re-centering behavior is embodied by residual displacement.Aimed at the investigation about re-centering behavior of steel frame structure is less presently,this paper proposed the residual displacement formula by the integral average quantity method based on displacement respond,and performanced an analysis of related mathematical statistics.Meanwhile,it analyzed the re-centering behavior of no-braced and eccentrically braced steel frame and new-style steel frame with wedge-bracing by the seismic simulation method.The analytical results indicate the wedge-braced steel frame has a best re-centering behavior in the three frames;the caculated residual displacement has good accuracy and stability by the integral average quantity method based on displacement respond,and it can be used to the analysis of re-centering behavior in the actual steel frame structure." @default.
- W2366961673 created "2016-06-24" @default.
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- W2366961673 date "2009-01-01" @default.
- W2366961673 modified "2023-09-22" @default.
- W2366961673 title "The Re-centering Behavior Analysis on Steel Frame Based on the Integralaverage Quantity Method" @default.
- W2366961673 hasPublicationYear "2009" @default.
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