Calculation of flexural capacity and rigidity for RC floor strengthened with bilateral steel-slab-bonded

被引：0
|
作者：
Wu, Ge [1 ]
Zhao, Yanyang [1 ]
Guo, Meng [2 ]
机构：
[1] Jilin Jianzhu Univ, Changchun, Peoples R China
[2] Beijing Inst Architectural Design, Beijing, Peoples R China
来源：
PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING AND TRANSPORTATION 2015 | 2016年 / 30卷
关键词：
Bilateral steel-slab-bonded; Strengthened; RC floor; Flexural capacity; Rigidity; Detail measure;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Based on interrelated experiments research of RC beam strengthened with unilateral steel-slab-bonded and practical engineering needs, the technology of RC floor strengthened with bilateral steel-slab-bonded is presented. According to section internal force equation relation and classical theory about bended component rigidity, and considering of RC floor which is not uninstalled completely during strengthened process, the formula of flexural capacity and section rigidity about FC floor strengthened with bilateral steel-slab-bonded are established. Two type of detail measures are given for improving the bonded effect between slab and RC floor.
引用
收藏
页码：1331 / 1337
页数：7
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