您现在的位置:建筑结构>> 期 刊>> 2006年>> 第09期>>正文内容
FRP增强混凝土平面框架边节点的抗震加固研究
彭亚萍1,2 王铁成1 刘增夕1,2
摘 要

(1 天津大学建筑工程学院 300072; 2 济南大学土木建筑学院 250022)[SX)〗
[提要]基于国内外FRP增强混凝土结构的研究与进展,提出了有效、可行的加固方法和设计计算思路,完成3个T形边节点FRP加固试件和1个对比试件的试验,结果表明,加固后节点的抗震性能有了明显改善。
[关键词] FRP约束混凝土 梁柱节点 加固 抗震性能
Research on Seismic Performance of Concrete Beamcolumn Joints Reinforced with FRP/Peng Yaping1,2,Wang Tiecheng1,Liu Zengxi1,2(1 Department of Civil Engineering,Tianjin University,Tianjin 300072,China; 2 School of Civil Engineering and Architecture,Jinan University,Jinan 250022,China)
Abstract:Based on the recent international research on the concrete beamcolumn joints reinforced with FRP,reasonable antiseismic reinforcement method and calculating outline for designing are presented,and three joints confined with FRP and an unconfined joint are tested.The results of experiment indicate that the antiseismic capacity of joints reinforced with the method is evidently improved.
Keywords:concrete confined with FRP; beamcolumn joints; reinforcing; seismic performance

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