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Volume 43 Issue 2
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2013  >  43(2): 45-48
Weng Zhenjiang, Yin Lingfeng, Shan Jian, Tang Gan, Huang Wei, Wu Feng. AUTOMATIC EMPLACEMENT CONSTRUCTION METHODS OF LARGE SINGLE-LAYER PLANE CABLE NET CURTAIN WALL BASED ON FORM-FINDING ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 75-80. doi: 10.13204/j.gyjz201110019
Citation: Yang Yong, Zhao Fei, Liu Yi, Xue Jianyang. EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN RETROFITTED BY PRESTRESSED STEEL STRIPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 45-48. doi: 10.13204/j.gyjz201302009
shu

EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN RETROFITTED BY PRESTRESSED STEEL STRIPS

doi: 10.13204/j.gyjz201302009
  • 1.

    School of Civil Engineering of Xi’an University of Architecture and Technology,Xi’an 710055,China

  • Received Date: 2012-06-19
  • Publish Date: 2013-02-20
    Abstract
  • A innovative technique for retrofitting reinforced concrete(RC) columns using prestressing steel strips(PSS) was introduced,and quasi-static tests of reinforced concrete column retrofitted by this new method under high axial-compression ratio were conducted.In the quasi-static test of these four retrofitted concrete column specimens,the influence on specimens' seismic performance of axial-compression ratio and spacing of the steel strips were studied.And based on the test results,the seismic performance indexes such as characteristic of resilience,skeleton curve,ductility coefficient and energy consumption were all analyzed and discussed.It could be concluded that this innovative retrofit technique could markedly improve the column's deformation ability and ductility,so as to improve the column seismic performance.
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    • References(7)
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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