| 框支剪力墙的应力分析 |
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| 引用本文： | 陈季筠,钱振东. 框支剪力墙的应力分析[J]. 清华大学学报(自然科学版), 1987, 0(2) |
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| 作者姓名： | 陈季筠 钱振东 |
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| 作者单位： | 工程力学系(陈季筠)，工程力学系(钱振东) |
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| 摘 要： | 本文用最小余能原理研究了在竖向均匀分布荷载及非对称水平荷载作用下框支剪力墙的应力分析，并着重研究了墙框交接区的局部应力问题。文中有一个算例，所得结果收敛很好。
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| 关 键 词： | 最小余能原理 剪力墙 框架结构 应力分布 垂直均布荷载 收敛 |
The Stress Analysis of the Shear Wall Structure Combining Shear Wall and Frame |
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| Chen Jijun,Qian Zhendong. The Stress Analysis of the Shear Wall Structure Combining Shear Wall and Frame[J]. Journal of Tsinghua University(Science and Technology), 1987, 0(2) |
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| Authors: | Chen Jijun Qian Zhendong |
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| Affiliation: | Chen Jijun,Qian Zhendong Department of Engineering Mechanics |
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| Abstract: | By using the principle of minimum complementary energy this paper analyses the stress of the shear wall with its substructure which is framed structure and specially discusses the local stress in the area between shear wall and framed girder. The stress distributions of the shear wall under the vertical uniform load with intensity q acting on upper side are calculated. The results converge very well. |
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| Keywords: | principle of minimum complementary energy shear wall framed structure stress distributions vertical uniform load coverge. |
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