| 高层框架剪力墙结构在水平荷载作用下的侧移计算 |
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| 引用本文： | 王灏.高层框架剪力墙结构在水平荷载作用下的侧移计算[J].科技情报开发与经济,1999,9(4):44-45. |
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| 作者姓名： | 王灏 |
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| 作者单位： | 太原理工大学建筑设计研究院,030024太原 |
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| 摘 要： | 本文提出一种采用连续化方法对高层框架剪力墙结构在水平荷载作用下侧向位移的简化计算方法。此方法对于沿高度方向结构分布均匀的该类建筑物可以得出非常准确的计算结果。
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| 关 键 词： | 连续化方法 框架剪力墙结构 弯曲型 剪切型 剪弯型 弯曲刚度 剪切刚度 水平荷载 |
| 修稿时间： | 1999-03-28 |
Calculation of Lateral Displacement of Tall Wall-Frame Structure under the Action of Horizontal Load |
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| Wang Hao.Calculation of Lateral Displacement of Tall Wall-Frame Structure under the Action of Horizontal Load[J].Sci-Tech Information Development & Economy,1999,9(4):44-45. |
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| Authors: | Wang Hao |
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| Abstract: | This paper advances a simplified calculating method for the lateral displacement of wall-frame structure under the action of horizontal load by using one kind of continualization.By using this method the very accurate calculating results can be obtained for the buildings along the height of which the structural distribution is even. |
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| Keywords: | continualization method tall wall-frame structure bending type shearing type shearing-bending type bending rigidity shearing rigidity horizontal load |
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