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Seismic Performance of High-Strength Short Concrete Column with High-Strength Stirrups Constraints

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Abstract

The seismic performance of four short concrete columns was investigated under low cycle and repeated loads, including the failure characteristics, hysteretic behavior, rigidity degeneracy and steel-bar stress. The influences of reinforcement strength, stirrup ratio and shear span ratio were also compared. Test results reveal that the restriction effect of stirrups can improve the peak stress, so the bearing capacity of specimen can be improved; for the high-strength short concrete column with high-strength stirrups, it was more reasonable to use ultimate displacement angle to reflect the ductility of the specimen, and the yield strength of high-strength stirrups should be devalued when calculating the stirrup characteristic value; the seismic performance of short column would be improved with the increase of volume–stirrup ratio and shear span ratio; the high-strength stirrups and high-strength longitudinal reinforcements did not yield when the load acting on the specimen reached the peak value, which brought adequate safety stock to these short columns.

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Authors and Affiliations

  1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, 300072, China

    Hongyan Ding

  2. Key Laboratory of Coast Civil Structure Safety of Ministry of Education, Tianjin, 300072, China

    Hongyan Ding

  3. School of Civil Engineering, Tianjin University, Tianjin, 300072, China

    Hongyan Ding, Yuan Liu, Chao Han & Yaohua Guo

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  1. Hongyan Ding
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  2. Yuan Liu
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  3. Chao Han
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  4. Yaohua Guo
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Correspondence to Hongyan Ding.

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Ding, H., Liu, Y., Han, C. et al. Seismic Performance of High-Strength Short Concrete Column with High-Strength Stirrups Constraints. Trans. Tianjin Univ. 23, 360–369 (2017). https://doi.org/10.1007/s12209-017-0059-9

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  • DOI: https://doi.org/10.1007/s12209-017-0059-9

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