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- W3217023577 abstract "A novel UHPC-shell strengthened prefabricated concrete column (USPCC) is proposed in this study. The UHPC-shell is fabricated individually before the whole column production and employed as the permanent shuttering panel at the column bottom. The seismic performances of three full-scale USPCCs and a normal prefabricated concrete column were investigated by cyclic loading tests. Different heights and stirrup configurations were adopted in the UHPC shells of the USPCCs. Seismic indexes including hysteretic behavior, strength, ductility, stiffness, and energy dissipation of the specimens were meticulously studied. The achieved results showed that the damages in USPCC were transferred away from the pedestal joint zones due to the UHPC shells and concentrated on the connection sections of the UHPC and the normal concrete. Therefore, with reasonable configurations, the seismic performances of the USPCCs can be notably improved compared with the normal prefabricated column, as the local damage at the column foot of USPCC can be diminished due to the introduction of the UHPC shell." @default.
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- W3217023577 date "2022-04-01" @default.
- W3217023577 modified "2023-10-14" @default.
- W3217023577 title "Development and seismic behavior of a novel UHPC-shell strengthened prefabricated concrete column" @default.
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- W3217023577 doi "https://doi.org/10.1016/j.jobe.2021.103672" @default.
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