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- W2371567120 abstract "To enhance the effect of the CFRP scheme used to improve the seismic behavior of RC beam-column joint,the plain concrete beam haunch was added to CFRP scheme to form the composite strengthening scheme of CFRP sheet and beam haunch.The quasi-static test results of three RC beam-column joints verified the efficiency of the scheme in aspect of failure mechanism,ductility,load-carrying capacity,hysteretic response,strength degradation and stiffness degradation.The analytical model used to describe the shear mechanism of joint core upgraded by the scheme is presented and the corresponding shear design formula is derived from the mechanism." @default.
- W2371567120 created "2016-06-24" @default.
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- W2371567120 date "2006-01-01" @default.
- W2371567120 modified "2023-09-25" @default.
- W2371567120 title "Research on Seismic Behavior of RC Frame Joints Upgraded by Composite Scheme of CFRP Sheets and Beam Haunch" @default.
- W2371567120 hasPublicationYear "2006" @default.
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