| 高层框支剪力墙结构弹塑性位移反应的分析 |
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| 引用本文： | 杨旭东.高层框支剪力墙结构弹塑性位移反应的分析[J].绍兴文理学院学报,2000,20(5):69-73. |
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| 作者姓名： | 杨旭东 |
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| 作者单位： | 绍兴文理学院土木系 |
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| 摘 要： | 结合实际工程设计，分析了高层框支剪力墙结构的变形特点，导出了考虑边缘构件混土及钢筋作用的结构构件屈服强度和极限强度的计算公式。
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| 关 键 词： | 边缘构件 薄弱层 高层建筑 剪力墙结构 |
Research on the Elasticity-Model Displacement of Column Supported Sheer-Wall Structure of High-rise Buildings |
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| Yang Xudong.Research on the Elasticity-Model Displacement of Column Supported Sheer-Wall Structure of High-rise Buildings[J].Journal of Shaoxing College of Arts and Sciences,2000,20(5):69-73. |
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| Authors: | Yang Xudong |
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| Abstract: | This article , combined with a practical project design ,analyzes the distortion characteristics of column supported sheer-wall structure of high-rise buildings ,and concludes a method to calculate the bend yield and the utmost yield of a structural member ,in view of the functions of concrete and steel bar of edge member . |
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| Keywords: | edge member weak floor bend yield utmost yield |
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