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您現(xiàn)在的位置:建筑結(jié)構(gòu)>> 期 刊>> 2006年>> 第09期>>正文內(nèi)容
FRP增強(qiáng)混凝土平面框架邊節(jié)點的抗震加固研究
彭亞萍1,2 王鐵成1 劉增夕1,2
摘 要

(1 天津大學(xué)建筑工程學(xué)院 300072; 2 濟(jì)南大學(xué)土木建筑學(xué)院 250022)[SX)〗
[提要]基于國內(nèi)外FRP增強(qiáng)混凝土結(jié)構(gòu)的研究與進(jìn)展,提出了有效、可行的加固方法和設(shè)計計算思路,完成3個T形邊節(jié)點FRP加固試件和1個對比試件的試驗,結(jié)果表明,加固后節(jié)點的抗震性能有了明顯改善。
[關(guān)鍵詞] FRP約束混凝土 梁柱節(jié)點 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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