| 高层剪力墙中连梁设计 |
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| 引用本文： | 任宇,毛艳红.高层剪力墙中连梁设计[J].山西建筑,2007,33(17):94-95. |
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| 作者姓名： | 任宇 毛艳红 |
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| 作者单位： | 1. 中国矿业大学建筑设计研究院,江苏,徐州,221008
2. 九州职业技术学院建筑工程系,江苏,徐州,221008 |
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| 摘 要： | 介绍了连梁的工作和破坏机理,指出连梁设计应满足强剪弱弯的原则,并从降低连梁的刚度和弯矩设计值、改变连梁的几何尺寸、开水平通缝、交叉配筋等方面阐述了连梁的设计,为设计出延性较好的连梁提供了理论基础。
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| 关 键 词： | 剪力墙结构 连梁设计 跨高比 |
| 文章编号： | 1009-6825（2007）17-0094-02 |
| 修稿时间： | 2007-01-23 |
The design of continuous beam in shear wall structure of high-rise building |
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| REN Yu,MAO Yan-hong.The design of continuous beam in shear wall structure of high-rise building[J].Shanxi Architecture,2007,33(17):94-95. |
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| Authors: | REN Yu MAO Yan-hong |
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| Affiliation: | REN Yu MAO Yan-hong |
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| Abstract: | The working and failure mechanism of continuous beam are introduced. Author points out that the design of continuous beam should follow strong shear-weak bending design principle. In addition the design of continuous beam is elaborated from reducing the rigidity of continuous beam and moment design value, change size of continuous beam, horizontal seam and other aspects, which provide good theoretical bases for continuous beam design. |
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| Keywords: | shear wall structure continuous beam design span-depth ratio |
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