[1]赵更歧,李庆,全江伟.某既有剪力墙开洞粘钢加固方法研究[J].郑州大学学报(工学版),2014,35(05):74-78.[doi:10.3969/jissn.1671 -6833.2014.05.017]
 ZHAO Gengqi,LI Qing,QUAN Jiangwei.Study on Strengthening Methods of RC Shear Wall with Openings inService by Bonding Steel Plate[J].Journal of Zhengzhou University (Engineering Science),2014,35(05):74-78.[doi:10.3969/jissn.1671 -6833.2014.05.017]
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某既有剪力墙开洞粘钢加固方法研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
35
期数:
2014年05期
页码:
74-78
栏目:
出版日期:
2014-09-30

文章信息/Info

Title:
Study on Strengthening Methods of RC Shear Wall with Openings inService by Bonding Steel Plate
作者:
赵更歧李庆全江伟
Author(s):
ZHAO GengqiLI QingQUAN Jiangwei
School of civil engineering, Zhengzhou university, Zheng zhou 450001,China
Keywords:
shear wall with openings reinforcement bond steel plate PKPM
分类号:
TU375.4
DOI:
10.3969/jissn.1671 -6833.2014.05.017
文献标志码:
A
Abstract:
With problems of shear wall with openings appearing in existing buildings, I analyze its impaet onthe overall strueture by PKPM after the openings of shear wall, and foues on bonding steel to reinforee shearwall with openings by the method of iso-strength exchangable. From the natural period, and displacement olthe strueture, and the ratio of rigidity-to-gravity, and the shear bearing capacity to verily the reinforeementelfeet. The results show that reinforeement ratio of the shear wall with openings redueed more, need reinforee.ment. The shear wall with openings bonded steel reinforeement has less effeet on the overall strueture in theaelual engineering, which is even able to reach the level before its opening. Using this kind of bonding steestrengthening method makes up for short of atlas of 06SG311-1. Therefore , this method can be applied to theactual projeet.
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