| 水平荷截作用下高层建筑框支剪力墙结构近似分析 |
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| 引用本文： | 马克俭,王崇昌,杨文堃.水平荷截作用下高层建筑框支剪力墙结构近似分析[J].贵州工业大学学报(自然科学版),1987(4). |
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| 作者姓名： | 马克俭 王崇昌 杨文堃 |
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| 作者单位： | 贵州工学院土建系，西安冶金建筑学院，贵州省建筑学校 |
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| 摘 要： | 本文根据结构力学原则:“墙肢剪切变形不会引起连系梁切口处竖向相对位移”1]、5],提出一个在水平荷截作用下,计算框支剪力墙结构的简化方法,使手算更为简单。
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| 关 键 词： | 框支剪力墙 剪切变形 连系梁 相对垂直变位 |
Approximate Analysis of The Frame Supported shear walls structure of Tall Buitdings By The Action of Horizontat Load |
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| Ma Kejian.Approximate Analysis of The Frame Supported shear walls structure of Tall Buitdings By The Action of Horizontat Load[J].Journal of Guizhou University of Technology(Natural Science Edition),1987(4). |
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| Authors: | Ma Kejian |
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| Abstract: | This paper puts forward a simplified method of calculating the fr- ame supported shear walls structure by the action of the horizental lo- ads,according to the physical concept based on one of the principles of structural mechanics,that is,the shear deformation of walls does not have any influence upon the opposite vertical displacement of cut poin- ts of coupling beams.This method makes the handmade calculation less complex. |
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| Keywords: | frame supported walls shear deformation the coupling beams opposite vertical displacement |
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