| 短肢剪力墙与异型柱框架若干问题的讨论 |
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| 引用本文： | 葛雪康. 短肢剪力墙与异型柱框架若干问题的讨论[J]. 工程抗震与加固改造, 2006, 28(3): 52-55 |
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| 作者姓名： | 葛雪康 |
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| 作者单位： | 南通四建集团南京分公司,江苏,南京,210000 |
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| 摘 要： | 给出了短肢剪力墙的定义及判别方法。通过对其受力特点的分析,论述了短肢剪力墙的两个判别系数即肢强系数和整体性系数的物理意义。对异型柱框架结构存在的不足进行了讨论,并提出了设计建议。
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| 关 键 词： | 短肢剪力墙 异型柱框架 肢强系数 整体性系数 |
| 文章编号： | 1002-8412(2006)03-0052-04 |
| 收稿时间： | 2005-10-21 |
| 修稿时间： | 2005-10-21 |
Discussion on the Problems of Short Piers Shear Wall and Special-shaped Column Frame |
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| Ge Xue-kang. Discussion on the Problems of Short Piers Shear Wall and Special-shaped Column Frame[J]. Earthquake Resistant Engineering and Retrofitting, 2006, 28(3): 52-55 |
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| Authors: | Ge Xue-kang |
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| Affiliation: | Nanjing Quancheng Construction Co. Ltd., Nanjing 210000, China |
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| Abstract: | In this paper,the definition and distinguish of short piers shear wall are given.Based on the analysis of the force characteristic,the physical significance of pier strengthen factor and unitary factor of the short piers is introduced.The disadvantages of special-shaped frame structure are discussed,and some suggestions of the design are put toward. |
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| Keywords: | short pier shear wall special-shaped column frame pier strengthen afctor unitary factor |
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