| 挑梁下R.C.构造柱受力性能的研究 |
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| 引用本文： | 段玮玮,张艳,贾益纲. 挑梁下R.C.构造柱受力性能的研究[J]. 浙江海洋学院学报(自然科学版), 2008, 27(1): 13-17 |
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| 作者姓名： | 段玮玮 张艳 贾益纲 |
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| 作者单位： | 1. 浙江海洋学院船舶与建筑工程学院,浙江舟山,316000
2. 南昌大学设计研究院,江西南昌,330047 |
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| 摘 要： | 利用ANSYS有限元软件对27个结构模型进行了线弹性分析,得出单层任意荷载作用下带挑梁R.C.构造柱截面竖向轴力计算公式,并推导出多层任意荷载作用下带挑梁R.C.构造柱的截面竖向轴力计算公式。通过与有限元计算值对比,该公式是可行的、偏于安全的。
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| 关 键 词： | 挑梁 R.C.构造柱 有限元 |
| 文章编号： | 1008-830X(2008)01-0013-04 |
| 修稿时间： | 2007-10-10 |
Research on Behavior of R.C. Constructional Column with Cantilever Beam |
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| DUAN Wei-wei,ZHANG Yan,JIA Yi-gang. Research on Behavior of R.C. Constructional Column with Cantilever Beam[J]. Journal of Zhejiang Ocean University(Natural Science Edition), 2008, 27(1): 13-17 |
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| Authors: | DUAN Wei-wei ZHANG Yan JIA Yi-gang |
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| Abstract: | The linear elastic analysis of 27 models are designed by the FEM simulation software ANSYS.The formula is obtained,which is applicable for the sectional vertical axial forces of the R.C.constructional column with the cantilever beam under the loads on single floor.And the formula applying to the structure under the loads on multi-floors is constructed therefore.Finally,through contrasting the results from FEM analysis with the results of the formula,it turns out that the derived formula is feasible and safe. |
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| Keywords: | cantilever beam R.C.constructional column finite element method |
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