| 高层框支剪力墙结构计算分析 |
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| 引用本文： | 陈彩云.高层框支剪力墙结构计算分析[J].华侨大学学报(自然科学版),1998(2). |
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| 作者姓名： | 陈彩云 |
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| 作者单位： | 厦门建盛房地产公司 |
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| 摘 要： | 提出高层建筑底部大空间框支剪力墙结构设计的剪切刚度比控制问题．对框支梁、框支柱及框支梁以上３层的墙体设计，应在有限元分析后再进行断面设计等方面作了阐述．
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| 关 键 词： | 框支剪力墙，剪切刚度比，框支梁，框支柱，藕连计算 |
Computation, Analysis and Discussion of High Rise Framed Shear Wall Structure |
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| Chen Caiyun.Computation, Analysis and Discussion of High Rise Framed Shear Wall Structure[J].Journal of Huaqiao University(Natural Science),1998(2). |
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| Authors: | Chen Caiyun |
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| Abstract: | Combining with engineering examples of designing high rise building with large space framed shear wall structure as its lower part, the author advances some views and suggestions on how to control shearing rigidity ratio and on finite element analysis which should be conducted before section design during designing framed beams, framed columns and walls of three floors above framed beams. |
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| Keywords: | framed shear wall structure shearing rigidity ratio framed beams framed columns coupling computation |
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