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再生混凝土复合受扭构件的抗震性能试验研究
引用本文:王晓菡,柳炳康,陆国,陈丽华.再生混凝土复合受扭构件的抗震性能试验研究[J].工业建筑,2012,42(4):21-24,117.
作者姓名:王晓菡  柳炳康  陆国  陈丽华
作者单位:1. 合肥工业大学土木与水利工程学院,合肥230009/江南大学环境与土木工程学院,江苏无锡214122
2. 合肥工业大学土木与水利工程学院,合肥,230009
基金项目:安徽省自然科学基金资助项目,江南大学环境与土木工程学院院长基金资助项目
摘    要:在弯剪扭复合受力下,对2根普通混凝土构件和2根再生混凝土构件进行抗震性能试验,对再生混凝土复合受扭构件的破坏形态、滞回曲线、耗能能力、延性等进行分析。研究表明,再生混凝土复合受扭构件的抗震性能比普通混凝土的稍差,但基本能够满足抗震设计的要求。

关 键 词:再生混凝土  复合受扭构件  滞回性能  延性

EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF RECYCLED CONCRETE MEMBERS SUBJECT TO REVERSED MOMENT,SHEAR AND TORSION
Wang Xiaohan,Liu Bingkang,Lu Guo,Chen Lihua.EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF RECYCLED CONCRETE MEMBERS SUBJECT TO REVERSED MOMENT,SHEAR AND TORSION[J].Industrial Construction,2012,42(4):21-24,117.
Authors:Wang Xiaohan  Liu Bingkang  Lu Guo  Chen Lihua
Affiliation:1(1.College of Civil Engineering and Water Conservancy,Hefei University of Technology,Hefei 230009,China; 2.College of Environmental and Civil Engineering,Jiangnan University,Wuxi 214122,China)
Abstract:In this paper,seismic behavior of 4 members,two of them made of recycled aggregate concrete and the other made of RC,is studied under low frequency reversed moment,shear and torsion.The failure features,the hysteresis loops and the ductility under seismic loads are comparatively investigated.The test and analyses show that the seismic behavior of members including the ductility with recycled concrete is slightly lower than that of members with conventional concrete and both of them can meet the requirements of the code for seismic design of buildings.
Keywords:recycled aggregate concrete  combined torsional member  hysteretic behavior  ductility
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