| 带边框砌体剪力墙承载力和变形的计算分析 |
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| 引用本文： | 刘先明,李爱群,叶继红.带边框砌体剪力墙承载力和变形的计算分析[J].东南大学学报(自然科学版),2001,31(1):62-68. |
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| 作者姓名： | 刘先明 李爱群 叶继红 |
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| 作者单位： | 东南大学土木工程学院, 南京 210096 |
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| 摘 要： | 分析了带边框整截面砌体剪力墙和带边框开洞砌体剪力墙的受力性能。在平截面假定的基础上，提出了两者正截面受弯承载力公式；按墙体组成材料对抗剪承载力的贡献，提出了墙体斜截面受剪承载力公式；同时不提出了墙体侧向变形的计算公式。结合试验结果对比分析表明上述公式可行。
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| 关 键 词： | 承载力 侧向变形 带边框砌体剪力墙 |
| 文章编号： | 1001-0505(2001)01-0062-07 |
Calculation Analysis of Bearing Capacity and Deformation of Masonry Shearwall with Reinforced Frame |
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| Liu Xianming,Li Aiqun,Ye Jihong.Calculation Analysis of Bearing Capacity and Deformation of Masonry Shearwall with Reinforced Frame[J].Journal of Southeast University(Natural Science Edition),2001,31(1):62-68. |
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| Authors: | Liu Xianming Li Aiqun Ye Jihong |
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| Abstract: | This paper analyses the seismic behavior of the masonry shearwall with reinforced frame and that with opening. The formula of normal cross section bending resistance bearing capacity based on the assumption of plane deformation of the cross section, and the formula of oblique section shear bearing capacity according to its composition and deformation are suggested. Compared with test results , these formulae are feasible. |
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| Keywords: | normal cross section oblique section bearing capacity deformation |
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