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Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
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Volume 42 Issue 12
Dec.  2014
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Article Contents
Wan Zeqing, Liu Ping, Han Jun. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF ULTRA TOUGHNESS CONCRETE BEAM WITH DIFFERENT YIELD POINTS STEELS UNDER LOW REVERSED CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 17-20,66. doi: 10.13204/j.gyjz201212005
Citation: Wan Zeqing, Liu Ping, Han Jun. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF ULTRA TOUGHNESS CONCRETE BEAM WITH DIFFERENT YIELD POINTS STEELS UNDER LOW REVERSED CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 17-20,66. doi: 10.13204/j.gyjz201212005

EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF ULTRA TOUGHNESS CONCRETE BEAM WITH DIFFERENT YIELD POINTS STEELS UNDER LOW REVERSED CYCLIC LOADING

doi: 10.13204/j.gyjz201212005
  • Received Date: 2011-06-08
  • Publish Date: 2012-12-20
  • It was put forward a new type of beam consisting of ultra toughness concrete,high strength steels and low yield point steels to improve seismic performance of normal RC beams.Based on contrast experiments of ultra toughness concrete beam with different yield poins steels and a normal RC beam under low reversed cyclic loading,crack propagation,failure pattern,hysteresis curves,framework curve,energy dissipation,ductility,etc.were studied systematically.The studies showed that ultra toughness concrete beam with different yield poins steels had better seismic performance.
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  • 蓝宗建.混凝土结构与砌体结构[M].南京:东南大学出版社,2003:44-46.
    [2] Li V C,Leung C K Y.Steady State and Multiple Cracking of Short Random Fiber Composites[J].Journal of Engineering Mechanics,ASCE,1992,188(11):2246-2264.
    [3] Li V C,Wang S,Wu C.Tensile Strain-Hardening Behavior of PVA-ECC[J].ACI Mater J,2001,98(6):483492.
    [4] 徐世烺,李贺东.超高韧性水泥基复合材料直接拉伸试验研究[J].土木工程学报,2009,42(9):32-41.
    [5] 韩军,刘平.高延性混凝土轴心抗拉试验研究[J].水利与建筑工程学报,2009,7(4):29-31.
    [6] 张秀芳,徐世烺,侯利军.采用超高韧性水泥基复合材料提高钢筋混凝土梁弯曲抗裂性能研究(I):试验研究[J].土木工程学报,2009,42(10):53-66.
    [7] Li V C.On Engineered Cementitious Composites(ECC):A Review of the Material and Its Applications[J].Adv Concr Technol,2003,1(3):215-230.
    [8] JCI-DFRCC Committee.DFRCC Terminology and Application Concepts[J].Journal of Advanced Concrete Technology,2003,1(3):335-340.
    [9] 万泽青,刘平.低屈服点钢在结构耗能减震中的应用[J].钢结构,2010,25(2):35-38.
    [10] Whittaker A S,Bertero V V,Thompson C L,et al.Seismic Testing of Steel Plate Energy Dissipation Devices[J].Earthquake Spectra,1991,7(4):563-604.
    [11] Tsai K C,Chen H W,Hong C P,et al.Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction[J].Earthquake Spectra,1993,9(3):505-528.
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