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- W4378188667 abstract "A procedure for obtaining the interaction diagrams of slender concrete-filled steel tube (CFT) columns exposed to fire was presented. The maximum structural capacity represented by the interaction diagram of the short column was determined via mathematical optimization. The interaction diagram of the slender column with the slenderness effect was obtained using a moment magnifier, which is defined by an effective flexural rigidity. After investigating fire resistances from the developed procedure and experiments of 78 slender CFT columns, the participating factors of 0.2 and 0.8 for concrete and steel, respectively, were proposed for the effective flexural rigidity. The applicability and versatility of the developed analysis procedure were demonstrated using the interaction diagrams of CFT and steel-reinforced concrete-filled steel tube columns exposed to fire." @default.
- W4378188667 created "2023-05-26" @default.
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- W4378188667 date "2023-08-01" @default.
- W4378188667 modified "2023-10-18" @default.
- W4378188667 title "Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect" @default.
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- W4378188667 doi "https://doi.org/10.1016/j.engstruct.2023.116296" @default.
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