| 关于高层建筑剪力墙连梁设计的探讨 |
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| 引用本文： | 岑继光. 关于高层建筑剪力墙连梁设计的探讨[J]. 有色金属设计, 2007, 34(2): 44-47 |
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| 作者姓名： | 岑继光 |
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| 作者单位： | 广东省冶金建筑设计研究院,广东,广州,510080 |
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| 摘 要： | 阐述了高层建筑剪力墙中连梁的工作原理及在荷载作用下的受力分析,依据《高层建筑混凝土结构技术规程》(JG J3-2002),对连梁的设计提出了一些建议,并探讨了连梁的构造要求、延性措施等,可供同行参考。
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| 关 键 词： | 高层建筑 剪力墙 连梁 构造要求 延性措施 |
| 文章编号： | 1004-2660(2007)02-0044-04 |
| 修稿时间： | 2007-04-26 |
Approach on Design of Shear-wall Connecting Beam Used in High-rise Building |
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| CEN Ji-guang. Approach on Design of Shear-wall Connecting Beam Used in High-rise Building[J]. Nonferrous Metals Design, 2007, 34(2): 44-47 |
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| Authors: | CEN Ji-guang |
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| Abstract: | It describes the working principle of connecting beams in shear-wall of high-rise building and the stress analysis under load.Some recommendations have been raised for design of connecting beams according to"Technical Regulations on Concrete Structures of High-rise Building"(JGJ3-2002),and studies on structural requirements of connecting beams and ductility measures,etc.are made for reference. |
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| Keywords: | High-rise building shear wall connecting beam structural requirement ductility measure |
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