| 钢筋混凝土柱轴压比限值控制的讨论 |
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| 引用本文： | 陈道政,李爱群. 钢筋混凝土柱轴压比限值控制的讨论[J]. 工业建筑, 2002, 32(8): 75-76 |
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| 作者姓名： | 陈道政 李爱群 |
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| 作者单位： | 东南大学,土木工程学院,南京,210096 |
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| 摘 要： | 介绍了各类型柱轴压比限值 ,论述了钢筋混凝土柱的轴压比与结构延性之间的关系 ,高层建筑结合工程实例 ,参考有关科研成果及工程设计经验 ,对钢筋混凝土柱轴压比限值提出了一些建议 ,可供修订规范及设计参考。
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| 关 键 词： | 框架柱 高层建筑 限值 |
| 修稿时间： | 2001-11-12 |
DISCUSSION ON REINFORCED CONCRETE COLUMNS AXIAL COMPRESSION RATIO LIMIT VALUES |
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| Chen Daozheng Li Aiqun. DISCUSSION ON REINFORCED CONCRETE COLUMNS AXIAL COMPRESSION RATIO LIMIT VALUES[J]. Industrial Construction, 2002, 32(8): 75-76 |
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| Authors: | Chen Daozheng Li Aiqun |
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| Affiliation: | Southeast University Nanjing 210096 |
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| Abstract: | The limit value of axial compression ratio is introduced,the relation about reinforced concrete columns of the axial compression ratio and structure ductility is discussed,the research result and engineer experience are refered to in this paper.Some suggestions on the limit value of axial compression ratio of reinforced concrete columns,it can be refer to codes and design. |
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| Keywords: | frame columns tall building limited value |
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