Study of Seismic Behavior of Damaged Steel Fiber Reinforced High-Strength Concrete Frame Joints Strengthened by FRP

被引：0
|
作者：
Wang, Ting-yan [1 ]
Zhang, Jun-wei [2 ]
Gao, Dan-ying [3 ]
机构：
[1] North China Univ Water Resources & Elect Power, Sch Civil Engn & Commun, Zhengzhou 450045, Peoples R China
[2] Henan Agr Univ, Construct Dept, Zhengzhou 450002, Peoples R China
[3] Zhengzhou Univ, Res Ctr New Bldg Mat & Struct, Zhengzhou 450002, Peoples R China
来源：
3RD INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, ICCEASI 2015 | 2015年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The influence of FRP reinforcement type on the seismic behavior of damaged steel fiber reinforced high-strength concrete frame exterior joints was studied by the low cyclic loading experiments. The result shows that the reinforcing type of sticking carbon fiber sheet along the 45 degrees of joint core area can meet the standard of seismic appraisal.
引用
收藏
页码：491 / 498
页数：8
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