| 框架-剪力墙结构在水平荷载作用下的弯矩迭代计算 |
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| 引用本文： | 童岳生. 框架-剪力墙结构在水平荷载作用下的弯矩迭代计算[J]. 西安建筑科技大学学报(自然科学版), 1993, 0(2) |
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| 作者姓名： | 童岳生 |
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| 作者单位： | 西安冶金建筑学院建筑工程系 710055 |
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| 摘 要： | 利用框架结构中同时考虑结点转动与侧移的弯矩迭代计算方法,分析了水平荷载作用下框架-剪力墙结构的内力并计算出结构的侧移变形。本方法适用于沿房屋高度方向层间刚度相同或不相同的框架-剪力墙结构,作用有任意分布形式的水平荷载。
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| 关 键 词： | 弯矩 迭代分析 刚度/框架—剪力墙结构 侧移变形 |
Calculation of Frame-Shear Wall Structure Under the Action of Horizontal Forces by the Moment Iteration Method |
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| Tong Yuesheng Dept. of Cons. Eng.,Xi'an Inst. of Metall. , Cons. Eng.,,Xi'an. Calculation of Frame-Shear Wall Structure Under the Action of Horizontal Forces by the Moment Iteration Method[J]. Journal of Xi'an University of Architecture & Technology, 1993, 0(2) |
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| Authors: | Tong Yuesheng Dept. of Cons. Eng. Xi'an Inst. of Metall. & Cons. Eng. Xi'an |
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| Affiliation: | Tong Yuesheng Dept. of Cons. Eng.,Xi'an Inst. of Metall. & Cons. Eng.,710055,Xi'an |
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| Abstract: | The frame-shear wall structure under the action of horizontal forces is analyzed bythe moment iteration method which has been used effectively to calculate the framestructure, in this method the node rotation and story sidesway are consideredsimultaneously. The method may be applied to compute the frame-shear wall structurewith variable story stiffness along the height of structure under the action of horizontalforces which may be of any distribution type. |
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| Keywords: | bending moments iterative analysis rigidity/ frame-shear wall structure sidesway deformation |
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