| 预应力剪力墙抗剪性能试验研究 |
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| 引用本文： | 林伟民,金云霄. 预应力剪力墙抗剪性能试验研究[J]. 洛阳大学学报, 2005, 20(2): 72-76 |
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| 作者姓名： | 林伟民 金云霄 |
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| 作者单位： | 1. 长江大学,城市建设学院,湖北荆州,434023;洛阳大学,土木工程学院,河南洛阳,471023
2. 洛阳大学,土木工程学院,河南洛阳,471023 |
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| 摘 要： | 剪力墙结构被广泛应用于多、高层建筑．对剪力墙结构施加预应力可以改善其受力性能．通过对预应力剪力墙的抗剪性能试验研究，分析施加预应力对剪力墙结构的极限抗剪能力提高程度以及在剪压破坏形式下抗剪承载力的提高程度．
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| 关 键 词： | 预应力 剪力墙 抗剪承载力 |
| 文章编号： | 1007-113X(2005)02-0072-05 |
| 修稿时间： | 2005-04-06 |
Experimental Study of Shear Performance of Prestressing Shearwall |
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| LIN Wei-min,JIN Yun-xiao. Experimental Study of Shear Performance of Prestressing Shearwall[J]. Journal of Luoyang University, 2005, 20(2): 72-76 |
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| Authors: | LIN Wei-min JIN Yun-xiao |
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| Affiliation: | LIN Wei-min~ |
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| Abstract: | The structure of shearwall has been used in multi-storey buildings. Putting prestress on sheawall can improve the force performance. Based on the experimental study of shear performance of prestressing shearwall, this paper analyses the limit of the shear performance of sheawall added the prestress, and discusses the shearing bear capacity in shear breakage. |
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| Keywords: | prestressing force shearwall shearing bear capacity |
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