| 变刚度,变层高的框—剪结构计算 |
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| 引用本文： | 方向.变刚度,变层高的框—剪结构计算[J].东南大学学报(自然科学版),1993,23(1):69-75. |
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| 作者姓名： | 方向 |
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| 作者单位： | 东南大学土木工程系,东南大学土木工程系,江苏省建筑设计院 |
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| 摘 要： |
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| 关 键 词： | 框架 剪力墙 结构 刚度 水平位移 |
Calculation of Frame-Shear Wall Structures with Different Stiffness and Different Floor Height |
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| Cheng Wenrang Ren Zhenhua.Calculation of Frame-Shear Wall Structures with Different Stiffness and Different Floor Height[J].Journal of Southeast University(Natural Science Edition),1993,23(1):69-75. |
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| Authors: | Cheng Wenrang Ren Zhenhua |
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| Institution: | Cheng Wenrang Ren Zhenhua(Department of Civil Engineering) Fang Xiang(Building Design Institute of Jiangsu Province) |
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| Abstract: | The paper is not referred to as the. "continuum approach". The simplified calculation model of frame-shear wall structure is directly given by the definition of frame stiffness in resisting horizontal displacement and the definition of rotation stiffness for the coupling beam. The top joint rotation is adopted to be elementary parameter. The relationships between joint rotation and its relative horizontal displacement or its adjacement joint rotation are set up by means of the general principle of Structural Mechanics. The calculation order is from the top to the bottom of the wall. At last, the top joint rotation can be obtained, and then, the solution to the problem can be found perfectly. |
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| Keywords: | frames shear walls structure stiffness horizontal displacement rotation |
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