| 结构墙的延性设计及其试验研究 |
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| 引用本文： | 滕家禄,奚毓坤. 结构墙的延性设计及其试验研究[J]. 北京交通大学学报(自然科学版), 1989, 0(2) |
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| 作者姓名： | 滕家禄 奚毓坤 |
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| 作者单位： | 北方交通大学土木建筑系，北方交通大学土木建筑系 |
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| 摘 要： | 本文通过分析墙的配筋率变化和端筋、分布筋的比值讨论对延性的影响.为此,用高剪跨比的有边框剪力墙和暗梁暗柱剪力墙,在独立悬臂条件下的试验结果分析说明延性设计的问题.
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| 关 键 词： | 延性 有边框剪力墙 暗梁暗柱剪力墙 |
Ductility Design of Structure Walls and Experimental Investigation |
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| Teng Jialu,Xi Yukun. Ductility Design of Structure Walls and Experimental Investigation[J]. JOURNAL OF BEIJING JIAOTONG UNIVERSITY, 1989, 0(2) |
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| Authors: | Teng Jialu Xi Yukun |
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| Affiliation: | Department of Civil Engineering |
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| Abstract: | This paper discusses the effect of ductility within limit on the variation of percentage of reinforcement and the proportion of steel bars between side of the wall and distribution in the wall.From this standpoint,to use a high shear-span ratio of framed shear walls and hidden beam-column shear walls which are analysed the results from the tesis under isolated cantilever condition were illustrated the problems of ductility design. |
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| Keywords: | ductility fiamed shear wall hidden beam-column shear wall |
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