首页 | 本学科首页   官方微博 | 高级检索  
     检索      

"关节式装配预应力结构"新抗震体系
引用本文:崔建宇,杜蓬娟,谭素杰."关节式装配预应力结构"新抗震体系[J].大连民族学院学报,2007,9(5):112-114.
作者姓名:崔建宇  杜蓬娟  谭素杰
作者单位:大连民族学院,土木建筑工程学院,辽宁,大连,116605;大连民族学院,土木建筑工程学院,辽宁,大连,116605;大连民族学院,土木建筑工程学院,辽宁,大连,116605
摘    要:"关节式装配预应力结构"新抗震体系的研究,已受到国外的关注.从研究背景、抗震特性、实验结果及应用价值等方面分析介绍了这一新体系的研究动态.分析表明,新结构体系具有非常好的地震大变形吸收能力及地震大变形后的恢复能力,表现了良好的抗震性能及耐久性.我国在建筑结构抗震设计中应重视对这一新体系的应用.

关 键 词:关节式节点  装配式  预应力混凝土  抗震性能
文章编号:1009-315X(2007)05-0112-03
修稿时间:2007-02-14

New Typical Seismic Structure of Precast-Prestressed Concrete Frame with P/C Mild-Press-Joint
CUI Jian-Yu,DU Peng-Juan,TAN Su-Jie.New Typical Seismic Structure of Precast-Prestressed Concrete Frame with P/C Mild-Press-Joint[J].Journal of Dalian Nationalities University,2007,9(5):112-114.
Authors:CUI Jian-Yu  DU Peng-Juan  TAN Su-Jie
Abstract:In this paper,the new typical structure for seismic resistance so-called precast-prestressed concrete frame with P/C mild-press-joint researched abroad is introduced.The introduction includes research background,seismic performance,test result,application prospects.The analysis results showed that the new system can provide excellent performance of severe earthquake deformation dissipation and still maintains linear characteristics after severe earthquake,and the new system also provides greater reliability of seismic performance and durability.
Keywords:press-joint  precast  prestressed concrete  seismic resistance performance
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号