| 六度设防区钢筋混凝土异形柱框架结构设计 |
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| 引用本文： | 卢青.六度设防区钢筋混凝土异形柱框架结构设计[J].湖南城市学院学报(自然科学版),2006,15(2):4-6. |
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| 作者姓名： | 卢青 |
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| 作者单位： | 益阳市建筑设计院,湖南,益阳,413000 |
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| 摘 要： | 介绍了异型柱和异型柱框架结构的特点及受力特征,并对该类结构设计时常见的适用高度、柱网尺寸、抗震等级、轴压比和长高比、结构延性等问题进行了探讨．
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| 关 键 词： | 异形柱 框架结构 结构设计 |
| 文章编号： | 1672-7304（2006）02-0004-03 |
| 收稿时间： | 2006-03-16 |
| 修稿时间： | 2006年3月16日 |
Discussion on the Design of Reinforced Concrete Frame Structure with Special- Shaped Column in the Aseismic Fortified Region of Six Intensity |
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| LU Qing.Discussion on the Design of Reinforced Concrete Frame Structure with Special- Shaped Column in the Aseismic Fortified Region of Six Intensity[J].Journal of Hunan City University:Natural Science,2006,15(2):4-6. |
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| Authors: | LU Qing |
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| Institution: | Architecture Design Institute of Yiyang City, Yiyang, Hunan 413000, China |
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| Abstract: | The characters and stress behavior of special-shaped column and frame structure with special-shaped column were described.We studied these problems such as the applied height,arrangement for columns,anti-seismic grade,axial compression ratio,length-height ratio and structure ductility at the same time. |
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| Keywords: | Special-shaped column frame structure structure design |
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