| Calculation Methods for Steel Frame Structure Based on the Structural Ultimate Bearing Capacity |
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| 作者姓名： | LIU Jian~ |
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| 摘 要： | The existing problems in calculation approach for multi-story and high-rise steel frame structure are summarized. As the shearing deformation is considered, the analysis methods for steel frame structure are put forward based on the structural ultimate bearing capacity, which is on the basis of second order inelasticity analysis for steel structure. In the approach, the tangent module brought forward by Bleich, F. is used, the second-order refined plastic hinge method presented by Liew, J. Y. R. is modified.
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| 关 键 词： | steel frame structure structural ultimate bearing capacity shearing deformation residual stress |
| 修稿时间： | 2003/12/28 0:00:00 |
Calculation Methods for Steel Frame Structure Based on the Structural Ultimate Bearing Capacity |
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| LIU Jian.Calculation Methods for Steel Frame Structure Based on the Structural Ultimate Bearing Capacity[J].Storage & Process,2004(3):20-25. |
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| Authors: | LIU Jian |
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| Abstract: | The existing problems in calculation approach for multi-story and high-rise steel frame structure are summarized. As the shearing deformation is considered, the analysis methods for steel frame structure are put forward based on the structural ultimate bearing capacity, which is on the basis of second order inelasticity analysis for steel structure. In the approach, the tangent module brought forward by Bleich, F. is used, the second-order refined plastic hinge method presented by Liew, J. Y. R. is modified. |
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| Keywords: | steel frame structure structural ultimate bearing capacity shearing deformation residual stress |
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