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- W2313696301 abstract "This paper focused on sensitivity analysis about CFST (concrete-filled steel tubular) frame with strengthening ring according to mutual relationships between variables. Two specimens were tested by incremental loading and cyclic loading within the elastic working range of the frame. The finite element package ANSYS was used to study the nonlinear behavior of such specimens. The solid model and bar model were validated by comparing the computed values with experimental results. The probabilistic sensitivity analysis of CFST frame sideway was carried out based on correlations in variables of the frame sideway. The experimental results show that the shearing rigidity of joint core domain was very large and the shearing deformation was negligible, contributed to the frame deformation. The proposed finite element analysis method compared with the results of other models was more consistent with the test results, which assumed the joint was flexible and took into account rigid domain of the joint. Interlayer spacing was important sensitive parameter for frame sidesway. Good agreement between sensitivity analysis and mechanical formulation of lateral rigidity was observed." @default.
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- W2313696301 date "2012-12-31" @default.
- W2313696301 modified "2023-09-24" @default.
- W2313696301 title "Sensitivity Analysis of Concrete-Filled Steel Tubular Frame based on Correlation" @default.
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- W2313696301 doi "https://doi.org/10.4156/jcit.vol7.issue22.74" @default.
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