| T形、十字形截面柱翼缘对轴压比限值影响的讨论 |
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| 引用本文： | 李淑春,步启军,孙兆英.T形、十字形截面柱翼缘对轴压比限值影响的讨论[J].唐山学院学报,2004,17(2):81-83. |
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| 作者姓名： | 李淑春 步启军 孙兆英 |
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| 作者单位： | 1. 河北理工学院,土建系,河北,唐山,063009
2. 唐山学院,土木工程系,河北,唐山,063000 |
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| 摘 要： | 从异形柱大、小偏心界限破坏条件出发,导出了T形、十字形截面柱轴压比设计值的计算公式,讨论了翼缘对轴压比限值的影响,并给出了T形、十字形柱轴压比设计值取值的建议。
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| 关 键 词： | T形、十字形截面柱 翼缘 轴压比 轴压比限值 标准值 |
| 文章编号： | 1672-349X(2004)02-0081-03 |
| 修稿时间： | 2003年9月15日 |
The Limit Value of Axial Compression Ratio of Reinforced Concrete Special-Shaped Columns |
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| LI Shu-chun,BU Qi-jun,SUN Zhao-ying.The Limit Value of Axial Compression Ratio of Reinforced Concrete Special-Shaped Columns[J].Journal of Tangshan College,2004,17(2):81-83. |
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| Authors: | LI Shu-chun BU Qi-jun SUN Zhao-ying |
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| Institution: | LI Shu-chun~1,BU Qi-jun~2,SUN Zhao-ying~1 |
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| Abstract: | On the basis of limit failure condition of section of eccentric compression,this paper derives formulas about design value of axial compression ratio of section of reinforced concrete flank-shaped and T/+ shaped section columns and discusses flank influence on limit value of axial compression ratio,and puts forward suggestions for design value of axial compression ratio on earthquake resistant design of R.C T/+ shaped section columns. |
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| Keywords: | T/+ shaped section column flank axial compression ratio limit value of axial compression ratio standard value |
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