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- W2352803742 abstract "A 3-D nonlinear finite element model for repaired concrete-filled rectangular steel tubular frame(CRSTRF) is proposed in this paper to research the seismic behavior of this type of structure under low-cyclic reversed loading.The bond-slip action between steel and concrete has been taken into account in the model.Compared with the experimental hysteresis curve and stiffness degradation curve,the computational results are found to be accurate,which shows that the model proposed in the paper can be applied to structure analysis of repaired concrete-filled rectangular steel tubular frames.From the analysis of test results and theoretical calculation ones,it can be concluded that the repaired concrete-filled rectangular steel tubular frame has a better seismic performance." @default.
- W2352803742 created "2016-06-24" @default.
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- W2352803742 date "2007-01-01" @default.
- W2352803742 modified "2023-09-24" @default.
- W2352803742 title "Nonlinear finite element analysis of repaired concrete-filled rectangular tubular frame under low-cyclic reversed loading" @default.
- W2352803742 hasPublicationYear "2007" @default.
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