Finite Element Analysis of Earthquake Resistance Behaviors of T-Shaped Concrete-Filled Rectangular Composite Steel Tubular Columns
By using finite element software ABAQUS, the nonlinear finite element analysis of earthquake resistance behavior of T-shaped concrete-filled rectangular composite steel tubular columns is carried out, furthermore, the analysis results and the corresponding experiment results are compared. The result...
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| Veröffentlicht in: | Applied Mechanics and Materials 2014-01, Vol.501-504 (Advances in Civil and Structural Engineering III), p.1633-1638 |
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| container_issue | Advances in Civil and Structural Engineering III |
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| container_title | Applied Mechanics and Materials |
| container_volume | 501-504 |
| creator | Dai, Shao Bin Zhang, Yi Chao Huang, Jun |
| description | By using finite element software ABAQUS, the nonlinear finite element analysis of earthquake resistance behavior of T-shaped concrete-filled rectangular composite steel tubular columns is carried out, furthermore, the analysis results and the corresponding experiment results are compared. The results indicate that the calculated value of ultimate bearing capacity is less than the experimental value, and the results of FEM analysis can match the experiment results better, and thus, it can better reflect the earthquake resistance behaviors of the specimens. |
| doi_str_mv | 10.4028/www.scientific.net/AMM.501-504.1633 |
| format | Article |
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| source | Scientific.net Journals |
| subjects | Bearing capacity Computer programs Concretes Earthquake resistance Finite element analysis Finite element method Mathematical analysis Software Steel columns |
| title | Finite Element Analysis of Earthquake Resistance Behaviors of T-Shaped Concrete-Filled Rectangular Composite Steel Tubular Columns |
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