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- W2392708574 abstract "The following research results about the RRCB Joint are concluded and presented: its mechanical behavior and destroyed form which are gained from infinite-elemental calculation and experimental load tests, the design method of its shear-force-resisted ring bar, its impact on the load bearing capacity of column, its performance under low-cycle loading, its application in the shear-wall-supported beam, and its design method of flexure and shear strength. Furthermore, three key problems are discussed, those are the choose of its calculating rigidity, the force-transferred mechanism between the reinforced-concrete ring beam and the steel tube, and the twisting stress distribution in the ring beam." @default.
- W2392708574 created "2016-06-24" @default.
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- W2392708574 date "2004-01-01" @default.
- W2392708574 modified "2023-09-23" @default.
- W2392708574 title "Applicable and reliable joint: reinforced-concrete ring beam joint for concrete filled steel tube column" @default.
- W2392708574 hasPublicationYear "2004" @default.
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