| 钢筋混凝土框架柱轴压比限值试验研究 |
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| 引用本文： | 肖建庄,朱伯龙. 钢筋混凝土框架柱轴压比限值试验研究[J]. 建筑结构学报, 1998, 19(5): 0 |
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| 作者姓名： | 肖建庄 朱伯龙 |
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| 作者单位： | 同济大学 |
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| 摘 要： | 本文针对目前高层建筑结构设计时遇到的突出问题之一———钢筋混凝土框架柱轴压比超限现象，进行了８个采用复合配箍框架柱的低周反复伪静力试验。通过试验现象研究，对框架柱轴压比限值的理论基础作了较为系统的论述，提出了轴压比限值新的建议值。
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| 关 键 词： | 框架柱 延性 轴压比 轴压比限值 |
| 收稿时间： | 1998-10-05 |
| 修稿时间： | 1998-10-05 |
Experimental Research on Limit Values of Axial Compression Ratio for Reinforced Concrete Frame Columns |
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| Xiao Jian zhuang Zhu Bolong. Experimental Research on Limit Values of Axial Compression Ratio for Reinforced Concrete Frame Columns[J]. Journal of Building Structures, 1998, 19(5): 0 |
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| Authors: | Xiao Jian zhuang Zhu Bolong |
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| Affiliation: | Tongji University |
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| Abstract: | This paper engages in the problem of exceeding the limit value of axial compression ratio for reinforced concrete frame columns, is usually met in the structural design of highrise buildings Through the test results of 8 reinforced concrete frame column models, the fundamental principle on specifying the limit values of axial compression ratio has been discussed Finally, new limit values of axial compression ratio are recommended. |
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| Keywords: | frame columns ductility axial compression ratio limit values of axial compression ratio |
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