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《Shanxi Architecture》 2006-04
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Ductility analysis of FRP-concrete beam

TIAN Ye LIANG Zhi-ping  
In this paper computer simulation calculation is carried out for concrete beam respectively reinforced with fiberglass reinforced plastics and mixed reinforcement of FRP and steel bar. Based upon calculation results the ductility properties of those two beams are mainly discussed from the relationship between moment and curvature. Meanwhile, comparison is made with reinforced concrete beam.
【CateGory Index】: TU375.1
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Chinese Journal Full-text Database 1 Hits
1 YANG Lin-hu,ZHU Han,LI Qiang(School of Civil Engineering,Tianjin University,Tianjin 300072,China);Ductility of Section in Reinforced Crumb Rubber Concrete Beam[J];Journal of Jinan University(Science and Technology);2007-01
Chinese Journal Full-text Database 2 Hits
1 XUE Weichen , CHENG Bin, LI Jie (College of Civil Engineering, Tongji University, Shanghai 200092, China);Experimental studies and FEM analysis of seismic behavior of prestressed and non-prestressed high performance concrete beams[J];Journal of Building Structures;2004-01
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Chinese Journal Full-text Database 6 Hits
1 Chong Xun 1,2, Meng Shao-ping1 (1. College of Civil Engineering, Southeast University, Nanjing 210096, China; 2 College of Civil Engineering, Hefei University of Technology, Hefei 230009, China);Inelastic Static and Dynamic Analysis of a Multi-Span PC Frame[J];Earthquake Resistant Engineering;2005-02
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1 SONG Jian xia (Department of Civil Engineering,Ningxia University,Yinchuan 750021,China);Calculation of ductility coefficient for reinforced concrete beam with T-shaped section[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-01
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【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 Li Chengfang(Tianjin Gangjin Architects & Engineers Ltd.Tianjin 300457)Zhu Han,Yang Linhu(School of Civil Engineering,Tianjin University Tianjin 300072);CASE STUDIES OF SEISMIC BEHAVIOR OF THE DEVELOPED FRAME BY CRC[J];Industrial Construction;2008-S1
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1 XUE Weichen, CHENG Bin, LI Jie(Building Engineering Department, Tongji University, Shanghai 200092,China);Seismic performance of prestressed high-performance beams under low-reversed cyclic loading[J];Earthquake Engineering and Engineering Vibration;2003-01
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