| 弹性楼板的框架—剪力墙结构动力分析 |
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| 引用本文： | 童申家.弹性楼板的框架—剪力墙结构动力分析[J].西安建筑科技大学学报(自然科学版),1997,29(1):74-78. |
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| 作者姓名： | 童申家 |
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| 作者单位： | 西安建筑科技大学基础课部 |
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| 摘 要： | 考虑到楼板的变形，对框架—剪力墙结构进行空间整体分析，计算中将剪力墙、框架以及楼板等刚度一并计入，分析在地震荷载作用下的结构内力和侧移，对弹性楼板和刚性楼板两种模型得出的结果进行分析和比较。
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| 关 键 词： | 刚度 楼板 连系梁 框架—剪力墙结构 |
Spatial entire dynamic analysis of the frame-shear wall structure with consideration of floor deformation |
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| Tong Shenjia.Spatial entire dynamic analysis of the frame-shear wall structure with consideration of floor deformation[J].Journal of Xi'an University of Architecture & Technology,1997,29(1):74-78. |
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| Authors: | Tong Shenjia |
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| Abstract: | Spatial entire frame-shear wall structure is analysised dynamically with consideration of floor deformation. The rigidity of frame, the shear wall, and the floor are assembled in matrices. The deformation and force of frame-shear wall structure under earthquake action are computed. The calculated results of two kinds of structure modes, one with eleastic floors and other with rigid floors, have been analyzed and compared. |
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| Keywords: | rigidity floor coupling beam frame-shear wall structure |
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