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Volume 40 Issue 12
Dec.  2014
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Wu Erjun, Yan Wei. STUDY ON MAGNIFICATION COEFFICIENT OF BEAM MOMENT IN REINFORCED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 39-42. doi: 10.13204/j.gyjz201012011
Citation: Wu Erjun, Yan Wei. STUDY ON MAGNIFICATION COEFFICIENT OF BEAM MOMENT IN REINFORCED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 39-42. doi: 10.13204/j.gyjz201012011

STUDY ON MAGNIFICATION COEFFICIENT OF BEAM MOMENT IN REINFORCED CONCRETE FRAME

doi: 10.13204/j.gyjz201012011
  • Received Date: 2010-03-29
  • Publish Date: 2010-12-20
  • In current design codes,column moment magnification coefficient is provided for in accord with the fundamental law of strong column-weak beam of reinforced concrete structure.However,in actual projects,the real beam moment is usually larger than the designed moment,and the magnification coefficient of beam moment may be larger than that of column moment in code,which results in column-hinge failure mechanism when an earthquake occurs.The effects of the pressed reinforcing bars in beams and bars in concrete slabs were analyzed on flexural bearing capacity,the beam moment magnification coefficicent was calculated and compared with that of column moment.The discussion on column moment magnification coefficient was carried out and some advices were put forward.
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  • 徐云扉.低周反复荷载下两跨三层钢筋混凝土框架受力性能的试验研究[J].建筑结构学报,1986(2):8-10.
    [2] GB 500112001 建筑抗震设计规范[S].
    [3] 清华大学土木工程结构专家组,西南交通大学土木工程结构专家组,北京交通大学土木工程结构专家组,等.汶川地震建筑震害分析[J].建筑结构学报,2008,29(4):1-9.
    [4] 叶列平,曲哲,马千里,等.从汶川地震中框架结构震害谈强柱弱梁屈服机制的实现[J].建筑结构,2008,38(11): 52 -59.
    [5] GB 500102002 混凝土结构设计规范[S].
    [6] 马千里,叶列平,陆新征.现浇楼板对框架结构柱梁强度比的影响研究[C]/ /汶川地震建筑震害分析与重建研讨会会议论文集.北京:中国建筑工业出版社,2008:263-271.
    [7] 吴勇,雷汲川,杨红,等.板筋参与梁端负弯矩承载力问题的探讨[J].重庆建筑大学学报,2002,24(3): 33-37.
    [8] 唐九如.钢筋混凝土框架节点抗震[M].南京: 东南大学出版社,1989:56-60.
    [9] Paulay T.Developments in the Design of Ductile Reinforced Concrete Frames[J].Bulletin of the New Zealand National Societyfor Earthquake Engineering,1979,12(1): 35-43.
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