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Seismic Behavior of Partially Encased Concrete Composite Columns
In order to learn seismic behavior of partially encased concrete composite columns, experimental study on five H steel partially encased concrete composite columns was carried out under low cyclic loading. The main parameters were the axial compression ratio, steel ratio, shear span ratio. The test results show that deformation ability decreases as axial compression ratio increases; and as steel ratio increases, horizontal bearing capacity and deformation ability increases.
Seismic Behavior of Partially Encased Concrete Composite Columns
In order to learn seismic behavior of partially encased concrete composite columns, experimental study on five H steel partially encased concrete composite columns was carried out under low cyclic loading. The main parameters were the axial compression ratio, steel ratio, shear span ratio. The test results show that deformation ability decreases as axial compression ratio increases; and as steel ratio increases, horizontal bearing capacity and deformation ability increases.
Seismic Behavior of Partially Encased Concrete Composite Columns
Applied Mechanics and Materials ; 777 ; 190-193
2015-07-27
4 pages
Article (Journal)
Electronic Resource
English
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