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- W2382145722 abstract "Low cyclic reciprocal loading experiments are performed with three RC bridge columns reinforced with HRB500-class steel bars and one reinforced with normal steel bars,and their anti-seismic behavior indexes such as damage characteristics,bearing capacity,ductility,hysteretic characteristic,rigidity degradation and energy dissipation are compared and analyzed.The results show that the bearing capacity of the RC bridge columns reinforced with HRB500-class longitudinal and hooping steel bars is fairly improved and its ductility is better also.When the bridge columns have identical longitudinal reinforcement,the hysteresis curve of RC bridge columns with HRB500 stirrups will be fuller,deformation capacity better,and rigidity degradation slower." @default.
- W2382145722 created "2016-06-24" @default.
- W2382145722 creator A5052281293 @default.
- W2382145722 date "2015-01-01" @default.
- W2382145722 modified "2023-09-25" @default.
- W2382145722 title "Experiment on anti-seismic behavior of bridge columns with HBR500-class high-strength reinforced concrete" @default.
- W2382145722 hasPublicationYear "2015" @default.
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