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- W2361061621 abstract "In order to provide reliable reference for the design of strengthened storey in high-rise buildings, this paper presents a reduction coefficient equation of the horizontal top deflection based on a simplified outrig- ger model.The virtual work principle as well as the deformation compatibility conditions between outriggers and core wall are also considered.The influencing factors of the restraining moments of outriggers and reduc- tion coefficient of the horizontal top deflection such as the core-to-column rigiditiesα,core-to-outrigger rigidi- tiesβand variation of cross-section of frame-core are analyzed.Some conclusions and case study are presented to be as reference for the strengthened storey design of high-rise buildings structures." @default.
- W2361061621 created "2016-06-24" @default.
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- W2361061621 date "2007-01-01" @default.
- W2361061621 modified "2023-09-23" @default.
- W2361061621 title "The Effect of Variation Cross-section of Frame-core Structure on Mechanical Action of Strengthened Storey" @default.
- W2361061621 hasPublicationYear "2007" @default.
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