[1]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),1998,19(2):165-168.[doi:10.11830/ISSN.1000-5013.1998.02.0165]
　Chen Caiyun.Computation, Analysis and Discussion of High Rise Framed Shear Wall Structure[J].Journal of Huaqiao University(Natural Science),1998,19(2):165-168.[doi:10.11830/ISSN.1000-5013.1998.02.0165]
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高层框支剪力墙结构计算分析()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第19卷
期数:
1998年第2期
页码:
165-168
栏目:
出版日期:
1998-04-20

文章信息/Info

Title:
Computation, Analysis and Discussion of High Rise Framed Shear Wall Structure
作者:
陈彩云
厦门建盛房地产公司
Author(s):
Chen Caiyun
关键词:
框支剪力墙;  剪切刚度比;  框支梁;  框支柱;  藕连计算
Keywords:
framed shear wall structure;  shearing rigidity ratio;  framed beams;  framed columns;  coupling computation
分类号:
TU973.2
DOI:
10.11830/ISSN.1000-5013.1998.02.0165
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.
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 whi

相似文献/References:

[1]林赞生,麦淑良.竖向荷载下框支剪力墙的内力位移分析[J].华侨大学学报(自然科学版),1987,8(4):413.[doi:10.11830/ISSN.1000-5013.1987.04.0413]
　Lin Zansheng,Mai Shuliang.Analysis of Internal Forces and Displacements of Shear Wall Supported by Frame and Subjected to vertical Load[J].Journal of Huaqiao University(Natural Science),1987,8(2):413.[doi:10.11830/ISSN.1000-5013.1987.04.0413]

更新日期/Last Update: 2014-03-22