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- W2367474038 abstract "Based on the experiments of concrete filled steel tubular(CFST) column-reinforced concrete ring flat beam Joints under static loading and quasi-static cyclic loading,the failure pattern,ductility and energy-dissipation capacity of the joints were analyzed.The test results reveal that the joint core of CFST columns is integral;for the static loading test,the plastic hinges appear at the interface between ring flat beams and flat beams,and for the quasi-static cyclic loading test,the plastic hinges appear at ring flat beams;the slippage between ring flat beams and CFST columns can be ignored;the internal forces of flat beams can be transformed into CFST columns efficiently.This kind of joints has better ductility,energy-dissipation capacity,and can meet the requirements of ductile seismic resistant design." @default.
- W2367474038 created "2016-06-24" @default.
- W2367474038 creator A5057962928 @default.
- W2367474038 date "2008-01-01" @default.
- W2367474038 modified "2023-09-24" @default.
- W2367474038 title "Experimental Study on Concrete Filled Steel Tubular Column-reinforced Concrete Ring Flat Beam Joints" @default.
- W2367474038 hasPublicationYear "2008" @default.
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