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- W2369313426 abstract "In order to improve the deformation capacity and damage tolerance of the reinforced concrete columns,six reinforced concrete column specimens with fiber reinforced concrete(FRC)in the bottom region instead of ordinary concrete were tested under reversed cyclic lateral loading.The specimens' shear span ratio is three and its configuration of stirrups are relatively few.The test results show that these columns exhibit shear failures after the longitudinal reinforcement yielding,and they have better deformation capacity and damage tolerance.The column with FRC in the bottom region can reduce the amount of constraint stirrup and shear stirrup.According to the test results,bending bearing capacity calculation method considering FRC tension action and shear capacity formula were established.The shear capacity calculated by the adopted formula are in good agreement with the test results." @default.
- W2369313426 created "2016-06-24" @default.
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- W2369313426 date "2014-01-01" @default.
- W2369313426 modified "2023-09-24" @default.
- W2369313426 title "Bearing Capacity Analysis of the Column with Fiber Reinforced Concrete in Bottom Region" @default.
- W2369313426 hasPublicationYear "2014" @default.
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