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- W2502906518 abstract "In CFT members, the interaction between steel and concrete is mainly responsible of three effects: the confinement of concrete; the bi-axial stress state of steel; the local buckling modes of the steel profile. Due to all these aspects, the response of the cross section is different from the sum of those corresponding to the steel tube and the concrete column, separately." @default.
- W2502906518 created "2016-08-23" @default.
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- W2502906518 date "2009-12-03" @default.
- W2502906518 modified "2023-09-27" @default.
- W2502906518 title "Experimental analysis of the cyclic response of CFT-SHS members" @default.
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- W2502906518 doi "https://doi.org/10.1201/9780203861592-56" @default.
- W2502906518 hasPublicationYear "2009" @default.
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