| 谈钢筋混凝土框架柱的轴压比限值 |
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| 引用本文： | 钟如鑫. 谈钢筋混凝土框架柱的轴压比限值[J]. 山西建筑, 2004, 30(11): 32-33 |
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| 作者姓名： | 钟如鑫 |
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| 作者单位： | 安徽省五河县建筑设计室 |
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| 摘 要： | 结合有关抗震设计及混凝土结构设计规范，就影响柱子延性的因素，从框架的剪跨比、箍筋的形式和含量、混凝土强度等级等方面进行了分析，提出了影响柱子延性的其他因素及其解决办法。
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| 关 键 词： | 钢筋混凝土 框架柱 轴压比 抗震设计 混凝土结构 剪跨比 箍筋 |
| 文章编号： | 1009-6825(2004)11-0032-02 |
| 修稿时间： | 2004-03-01 |
On ultimate axial compression ratio for RC frame columns |
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| ZHONG Ru-xin. On ultimate axial compression ratio for RC frame columns[J]. Shanxi Architecture, 2004, 30(11): 32-33 |
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| Authors: | ZHONG Ru-xin |
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| Abstract: | According to codes for seismic design and concrete structure design the factors influencing the ductility of column are analyzed from shear span ratio,reinforced ratio,strength level of concrete and other aspects; at the same time other influencing factors are also proposed as well as related resolving methods. |
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| Keywords: | RC frame column axial compression ratio seismic design |
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