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Volume 41 Issue 5
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2011  >  41(5): 80-83
Zhang Hongmei, Liu Wei. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 80-83. doi: 10.13204/j.gyjz201105018
Citation: Zhang Hongmei, Liu Wei. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 80-83. doi: 10.13204/j.gyjz201105018
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EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE

doi: 10.13204/j.gyjz201105018
  • 1.

    Discipline of Structural Engineering,Yanbian University,Yanji 133000,China

  • Received Date: 2010-11-30
  • Publish Date: 2011-05-20
    Abstract
  • It has been shown that channel-masonry composite beams feature high bearing capacity, good stability and ductility etc, which may be used for strengtherming projects, according to the flexural behavior tests of two channel-masonry composite beams and one channel beam, and also a comparison between the results of theoretical calculations and those of FE numerical calculations.
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    [2] 向晓丹.砌体房屋底层改造加固与应用研究[D].武汉:湖北工业大学,2007.
    [3] 王成祥.混合结构承重砌体房屋部分改造为大空间的作法[J].建筑技术,2005,36(9):706-707.
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    [8] 熊鸳,胡松.一种用钢结构加固砖混结构的新方法[J].成都大学学报:自然科学版,2006,25(2):88-89.93.
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