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- W2359246149 abstract "The nonlinear three-dimensional virtual laminated element was constructed. Five concrete filled steel tube columns under eccentric load were studied by the proposed method. The test and the calculating results show good agreement. Taking example for the concrete filled steel tube columns with representative sectional form under eccentric load, the relation curve of load and deformation was researched. Also, the relation curve of nonlinear buckling bearing capacities and slenderness ratio was given. The research results can be consulted by the load bearing capacities design of concrete filled steel tube columns." @default.
- W2359246149 created "2016-06-24" @default.
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- W2359246149 date "2004-01-01" @default.
- W2359246149 modified "2023-09-23" @default.
- W2359246149 title "FEM analysis of buckling bearing capacities of concrete filled steel tube columns under eccentric load" @default.
- W2359246149 hasPublicationYear "2004" @default.
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