# [1]曹双寅,周屹.整体式框架剪力墙结构加层房屋的抗震计算分析[J].东南大学学报(自然科学版),1999,29(1):93-96.[doi:10.3969/j.issn.1001-0505.1999.01.019] 　Cao Shuangyin,Zhou Yi.Aseismatic Analysis of the Building Added with Frame and Shear Wall Structures System[J].Journal of Southeast University (Natural Science Edition),1999,29(1):93-96.[doi:10.3969/j.issn.1001-0505.1999.01.019] 点击复制 整体式框架剪力墙结构加层房屋的抗震计算分析() 分享到： var jiathis_config = { data_track_clickback: true };

29

1999年第1期

93-96

1999-01-20

## 文章信息/Info

Title:
Aseismatic Analysis of the Building Added with Frame and Shear Wall Structures System

Author(s):
College of Civil Engineering, Southeast University, Nanjing 210096

Keywords:

TU362;TU352.11
DOI:
10.3969/j.issn.1001-0505.1999.01.019

Abstract:
Through the model analysis of a practical case, the aseismatic behavior and computing method of brick masonry multistory building added with frame and shear wall structures is studied, and one computing program considering the varying of stiffness is advanced. Computing results show that the structure behavior changes greatly after addition and that the location of maximum shear force in brick wall rises to the middle of the building. 

## 参考文献/References:

[1] CECS78—96.砖混结构房屋加层技术规范
[2] 汪恒在,汪勇跃.整体式外套框架结构增层建筑的合理计算方法.建筑结构,1996(9):32～36
[3] 曹双寅,周屹.多层砖混结构抗震加固与增层设计研究及应用.东南大学学报,1997(增刊):81～85
[4] 赵西安.二阶变截面框架剪力墙结构在水平荷载作用下的计算.建筑结构,1985(2):9～16
[5] 李从林,赵建昌.变刚度框剪结构协同分析的连续-离散化方法.建筑结构,1993(3):7～10