摘要
对后无粘结高强钢筋混凝土柱进行了介绍,分析了研究的必要性,从国内外对无粘结高强钢筋混凝土柱的耗能性能的实验研究、理论研究等方面进行了论述,介绍了最新研究进展。
Introduced the post unbonded high strength reinforced concrete column Introduced, the necessity of the study is analyzed, the experimental research and theoretical research on the energy dissipation performance of unbonded high strength reinforced concrete column are discussed from home and abroad, and the latest research progress is introduced.
作者
施云
戴伟
吴庆
徐新文
SHI Yun;DAI Wei;WU Qing;XU Xin-wen(School of Architectural Engineering,Suqian college,Suqian,223800;Jiangsu ruiwo Construction Group Co.,Ltd,Yangzhou,225000;College of civil engineering and architecture,Jiangsu University of Science and Technology,Zhenjiang,212000)
出处
《科技视界》
2018年第21期88-89,共2页
Science & Technology Vision
基金
宿迁市重点实验室资助项目(M201506)
关键词
无粘结高强钢筋
低周反复荷载试验
复位性能
残余变形
Unbonded high-strength steel bar
Low cyclic loading test
Reduction performance
Residual deformation
