| 碳纤维布加固剪力墙的正截面承载力计算 |
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| 引用本文： | 赵军,张华松,张明,常红星. 碳纤维布加固剪力墙的正截面承载力计算[J]. 河南科学, 2007, 25(6): 944-946 |
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| 作者姓名： | 赵军 张华松 张明 常红星 |
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| 作者单位： | 郑州大学,土木工程学院,郑州,450002;安阳师范学院,土木建筑工程系,河南,安阳,455002;郑州市第一建筑工程有限责任公司,郑州,450004 |
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| 基金项目： | 国家自然科学基金 , 河南省杰出青年科学基金 |
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| 摘 要： | 基于碳纤维布加固带暗柱剪力墙的实际工程需要,研究碳纤维布竖向双面粘贴加固剪力墙的正截面承载力计算模型,借鉴相关规范中有关剪力墙的设计方法及碳纤维布的受力特点,提出了碳纤维布加固剪力墙正截面承载力计算公式,以便于碳纤维布加固剪力墙理论的进一步研究和实际工程设计参考.
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| 关 键 词： | 碳纤维 剪力墙 承载力 计算公式 |
| 文章编号： | 1004-3918（2007）06-0944-03 |
| 修稿时间： | 2007-06-21 |
Calculation of Cross Section Capacity of Reinforced Concrete Shear Wall Strengthened with Carbon Fiber Sheet |
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| ZHAO Jun,ZHANG Hua-song,ZHANG Ming,CHANG Hong-xing. Calculation of Cross Section Capacity of Reinforced Concrete Shear Wall Strengthened with Carbon Fiber Sheet[J]. Henan Science, 2007, 25(6): 944-946 |
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| Authors: | ZHAO Jun ZHANG Hua-song ZHANG Ming CHANG Hong-xing |
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| Affiliation: | 1, School of Civil Engineering, Zhengzhou University, Zhengzhou 450002, China; 2. Department of Civil Engineering, Anyang Normal University, Anyang 455002, China; 3. Zhengzhou No.1 Architectural Engineening Limited Company, Zhengzhou 450004, China |
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| Abstract: | Based on the requirement of reinforced concrete shear wall with embedded column strengthened by carbon fiber sheet in actual engineering,the calculation model for cross sectional capacity of reinforced concrete shear wall strengthened with carbon-fiber composite at both sides was established.In according with the design method in relative code and the load characteristic of carbon fiber sheet,the computing formula of cross section capacity of carbon fiber reinforced concrete shear wall was presented,in order to the further theoretical research and engineering design for carbon fiber reinforced concrete shear wall. |
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| Keywords: | carbon fiber concrete shear wall bearing capacity computing formula |
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