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- W2352109085 abstract "To better realize the industrialization of construction structure and find the reliable,practical and economic connection of precast structure,a new concept of precast and discontinuous steel reinforced concrete frame structure is proposed. Low cyclic tests for six joint specimens of precast and discontinuous steel reinforced concrete are performed,and the test results are compared with four specimens of reinforced concrete in the same working condition. Comparative analysis on the bearing capacities,cracks and damages for specimens are performed,which shows that bearing capacity for the specimens of precast and discontinuous steel reinforced concrete is about three times that for the specimens of the ordinary reinforced concrete. Test result conforms to the seismic design idea that joints and columns should be strong,components and beam should be weak. It further indicates that the bearing capacity for the frame structure of the precast and discontinuous steel reinforced concrete is better than that for the frame structure of the ordinary reinforced concrete. Their connection is the reliable and the feasible to realize the industrialized production and site assembly construction." @default.
- W2352109085 created "2016-06-24" @default.
- W2352109085 creator A5035347784 @default.
- W2352109085 date "2014-01-01" @default.
- W2352109085 modified "2023-09-24" @default.
- W2352109085 title "Experiment Study of Bearing Capacity for Beam and Column Joints of Precast and Discontinuous Steel Reinforced Concrete" @default.
- W2352109085 hasPublicationYear "2014" @default.
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