| 剪力墙连梁超筋的处理 |
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| 引用本文： | 纪福宏,郭惠琴.剪力墙连梁超筋的处理[J].山西建筑,2005,31(7):36-37. |
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| 作者姓名： | 纪福宏 郭惠琴 |
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| 作者单位： | 1. 北京交通大学勘察设计院,北京,100044
2. 中铁工建筑工程设计院,北京,100037 |
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| 摘 要： | 结合工程实践，对连梁超筋这种剪力墙结构设计中常见的现象作了介绍，从减小连梁截面高度、连梁塑性调幅等方面，对连梁超筋时的几种处理方法进行了阐述，以借助结构计算软件，解决剪力墙超筋现象。
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| 关 键 词： | 剪力墙 连梁 超筋 |
| 文章编号： | 1009-6825(2005)07-0036-02 |
| 修稿时间： | 2004年12月23 |
Handling of continuous beam & over bar of shearing wall |
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| JI Fu-hong,GUO Hui-qin.Handling of continuous beam & over bar of shearing wall[J].Shanxi Architecture,2005,31(7):36-37. |
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| Authors: | JI Fu-hong GUO Hui-qin |
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| Affiliation: | JI Fu-hong GUO Hui-qin |
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| Abstract: | Combined with practice of project,it introduces common phenomena in shearing wall design such as continuous & over bar and illustrates several handling methods from aspects of reducing height of continuous beam section & reducing its plastic modulation so as to solve the problems by using structural calculation software. |
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| Keywords: | shearing wall continuous beam over bar |
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