| 多阶剪力墙及框架结构体系在水平荷载作用下的简化计算 |
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| 引用本文： | 蔡方篯,张韫美.多阶剪力墙及框架结构体系在水平荷载作用下的简化计算[J].天津大学学报(自然科学与工程技术版),1988(2). |
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| 作者姓名： | 蔡方篯 张韫美 |
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| 作者单位： | 天津大学土木工程系
(蔡方篯)，天津大学土木工程系(张韫美) |
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| 摘 要： | 本文提出用位移迭代法及混合迭代法分析剪力墙及框架结构体系。文中推导了位移及力的迭代公式,其中考虑了多阶剪力墙的弯曲变形及剪切变形。由于按照结点编号自动形成迭代公式,因而可节省计算机的内存及计算的时间。这样就可以用小型计算机如PC—1500分析高层框架及框剪结构。按本文所编程序计算数例,其结果令人满意。
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| 关 键 词： | 位移迭代法 混合迭代法 多阶框架剪力墙 |
A SIMPLE METHOD OF CALCULATING THE MULTI-ORDER WALL-FRAME STRUCTURE AND FRAME STRUCTURE UNDER HORIZONTAL LOAD |
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| Cai Fangjian Zhang Yunmei.A SIMPLE METHOD OF CALCULATING THE MULTI-ORDER WALL-FRAME STRUCTURE AND FRAME STRUCTURE UNDER HORIZONTAL LOAD[J].Journal of Tianjin University(Science and Technology),1988(2). |
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| Authors: | Cai Fangjian Zhang Yunmei |
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| Institution: | Department of Civil Engineering |
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| Abstract: | The displacement iterative method and mixed iterative method are suggested to be used to analyze the multi-order wall-frame structure and frame structure. When displacement and force iterative formulae are derived, the bending deformation and shearing deformation are taken into account. As the iterative formulae form automatically according to the numbering of junction points, the number of storage units and the time required for calculating can be reduced. Minicomputers such as PC-1500 can be used in the calculation and analysis of high-rise buildings. This method has been applied in practice, and the results have proved its effectualness. |
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| Keywords: | displacement iterative method mixed iterative method multiorder wall-frame |
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