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- W2625475881 abstract "Abstract A structural frame composed of steel-jacketed concrete columns and steel beams with damage control capacity has been studied for the structural performances through the experiments. Four specimens, which were 1/3 scaling model of cruciform subassemblies, were made and subjected to cyclic force in order to be investigated on its self-centering capacities mainly. The test results showed that this structure remained lower damage after the cyclic loading test than the normal reinforced concrete structure. The load carrying capacities of the specimens were estimated through full plastic moment of the section of the column by taking into consideration of the confining effect of concrete jacketed by steel tube." @default.
- W2625475881 created "2017-06-23" @default.
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- W2625475881 date "2018-06-01" @default.
- W2625475881 modified "2023-09-26" @default.
- W2625475881 title "Self-Centering Capacity of a Structural Frame Composed of Steel-Jacketed Concrete Columns and Steel Beams" @default.
- W2625475881 cites W2078344256 @default.
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- W2625475881 doi "https://doi.org/10.1016/j.istruc.2017.06.004" @default.
- W2625475881 hasPublicationYear "2018" @default.
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