| 配筋砌块砌体剪力墙抗剪性非线性分析 |
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| 引用本文： | 全成华,唐岱新,李峰. 配筋砌块砌体剪力墙抗剪性非线性分析[J]. 低温建筑技术, 2002, 0(4): 49-50 |
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| 作者姓名： | 全成华 唐岱新 李峰 |
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| 作者单位： | 1. 哈尔滨工业大学土木工程学院,150090
2. 长春工业大学,130012 |
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| 摘 要： | 本文采用ANSYS软件对 7片纵横配筋大剪跨比的砌块砌体剪力墙进行数值模拟 ,得出承载力计算值与试验值相吻合 ,侧移计算值略小于试验值的结论 ;并认为将ANSYS软件用于砌块剪力墙的非线性有限元分析是一种可行的研究手段
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| 关 键 词： | 配筋砌块 剪力墙 有限元 |
| 文章编号： | 1001-6864(2002)04-0049-02 |
| 修稿时间： | 2002-05-29 |
ANALYSIS ON THE NONLINEAR BEHAVIOR OF SHEAR RESISTANCE OF REINFORCED CONCRETE MASONRY SHEAR WALL |
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| QUAN Chenghua TANG Daixin LI Feng. ANALYSIS ON THE NONLINEAR BEHAVIOR OF SHEAR RESISTANCE OF REINFORCED CONCRETE MASONRY SHEAR WALL[J]. Low Temperature Architecture Technology, 2002, 0(4): 49-50 |
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| Authors: | QUAN Chenghua TANG Daixin LI Feng |
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| Affiliation: | QUAN Chenghua 1 TANG Daixin 1 LI Feng 2 |
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| Abstract: | pieces of masonry shear wall panels with large shear span ratio reinforced respectively by vertical and horizontal steel bars were analyzed by using FEA program of ANSYS.The results show that the theoretical values of load-bearing capacity is coincident with the test results,and the calculated value of lateral displacement is slightly smaller than testing value.It is effective and feasible to analyze the nonlinear behavior of masonry shear wall with FEA program of ANSYS. |
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| Keywords: | Reinforced masonry Shear wall Finite element |
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