| 型钢混凝土柱轴压比限值的研究 |
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| 引用本文： | 毕德永,曲恒绪.型钢混凝土柱轴压比限值的研究[J].安徽水利水电职业技术学院学报,2007,7(2):43-46. |
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| 作者姓名： | 毕德永 曲恒绪 |
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| 作者单位： | 濉溪县水利工程有限责任公司,安徽,濉溪,235100;安徽水利水电职业技术学院,安徽,合肥,230601 |
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| 摘 要： | 文章推导出了具有明显物理意义的型钢混凝土柱轴压比限值的计算公式,且其结果与<混凝土结构设计规范>中规定的钢筋混凝土柱的轴压比限值有很好的吻合度.
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| 关 键 词： | 型钢混凝土柱 轴压比 轴压比限值 抗震等级 |
| 文章编号： | 1671-6221（2007）02-0043-04 |
| 修稿时间： | 2006-10-182006-12-08 |
Studies on limit values of axial compressive ratio of steel reinforced concrete column |
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| BI De-yong,QU Heng-xu.Studies on limit values of axial compressive ratio of steel reinforced concrete column[J].Journal of Anhui Technical College of Water Resources and Hydroelectric Power,2007,7(2):43-46. |
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| Authors: | BI De-yong QU Heng-xu |
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| Affiliation: | 1. Suixi County Hydraulic Engineering Limited Company , Suixi 235100 ,China;2. Anhui Technical College of Water Resources and Hydroelectric Power, Hefei 230601,China |
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| Abstract: | A calculation formula with a clear and definite physical meaning is derived for the limit value of the axial compressive ratio of SRC column,the result out of which is in agreement with the limit value of the axial compressive ratio of reinforced concrete column precscribed by "code for design of concrete structures". |
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| Keywords: | SRC column axial compressive ratio limit values of axial compressive ratio seismic behavior |
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