| 框－剪结构中框架等效刚度的计算 |
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| 引用本文： | 陈忠范,李爱群,程文.框－剪结构中框架等效刚度的计算[J].南京建筑工程学院学报,1994(3). |
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| 作者姓名： | 陈忠范 李爱群 程文 |
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| 作者单位： | 东南大学 |
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| 摘 要： | 根据框架－剪力墙结构承受倒三角形荷载时框架所分配到的实际水平分布荷载，严格推导了框架考虑柱轴向变形的等效剪切刚度计算公式，并给出了算例和结论。
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| 关 键 词： | 柱 轴向位移 刚度系数 |
Calculating Method of Equivalent Stiffness of the Frame in Frame-Shear Wall Structure |
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| Chen Zhongfan, Li Aiqun Chen Wenrang.Calculating Method of Equivalent Stiffness of the Frame in Frame-Shear Wall Structure[J].Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science),1994(3). |
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| Authors: | Chen Zhongfan Li Aiqun Chen Wenrang |
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| Abstract: | According to the actual horizontal distribution load acting on the frame when the frame-shear wall structure is under the upside down triangle horizontal load,the formula in consideration of the column axial deformation is derived. It can be used to calculate the equivalent stiffness of the frame. Then an example is given before the conclusion. |
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| Keywords: | column axial displacement stiffness coefficients |
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