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Volume 37 Issue 11
Dec.  2014
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Article Contents
Zhang Xin, Liang Ru-ming, Wei He, Ye Lie-ping. EXPERIMENTAL STUDY ON RC COLUMN REINFORCEDWITH UNBONDED HIGH-STRENGTH STRANDS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 81-84. doi: 10.13204/j.gyjz200711022
Citation: Zhang Xin, Liang Ru-ming, Wei He, Ye Lie-ping. EXPERIMENTAL STUDY ON RC COLUMN REINFORCEDWITH UNBONDED HIGH-STRENGTH STRANDS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 81-84. doi: 10.13204/j.gyjz200711022

EXPERIMENTAL STUDY ON RC COLUMN REINFORCEDWITH UNBONDED HIGH-STRENGTH STRANDS

doi: 10.13204/j.gyjz200711022
  • Received Date: 2007-04-20
  • Publish Date: 2007-11-20
  • Even if structure, especially reinforced concrete columns, is not destroyed in the earthquake effect, but the residual deformations may be very large and there will be gigantic economic losses.The unbonded high-strength strand used in the concrete columns can minimize the residual deformations effectively.Some scholars abroad have conducted studies in this subject.The current situation of studying on the prestressed concrete columns is summed up, some factors that influence the performance of the columns are studied, and the developing direction is indicated by summarizing the conclusion of the studies.
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  • Zat ar W A, Mutsuyoshi H.Residual Displacements of Concrete BridgePiers Subjected to Near Field Earthquakes.ACI St ructural Journal,2002, ( 11P12): 740-749
    Zatar W, Mutsuyoshi H.Cont rol of Residual Displacements of RC Piersby Prestressing M Seminar on Pos-t Peak Behavior of RC St ructuresSubject ed to Seismic Loads.1999: 305-319
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