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Volume 41 Issue 10
Dec.  2014
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Article Contents
Hua Jianmin, Xie Feifei. MEASURED STUDY ON VERTICAL DEFORMATION OF A TALL STEEL REINFORCED CONCRETE FRAME-CORE WALL STRUCTURE DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 81-84. doi: 10.13204/j.gyjz201110020
Citation: Hua Jianmin, Xie Feifei. MEASURED STUDY ON VERTICAL DEFORMATION OF A TALL STEEL REINFORCED CONCRETE FRAME-CORE WALL STRUCTURE DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 81-84. doi: 10.13204/j.gyjz201110020

MEASURED STUDY ON VERTICAL DEFORMATION OF A TALL STEEL REINFORCED CONCRETE FRAME-CORE WALL STRUCTURE DURING CONSTRUCTION

doi: 10.13204/j.gyjz201110020
  • Received Date: 2011-06-10
  • Publish Date: 2011-10-20
  • Using project measurement of an actual, it is examined the vertical deformation of a tall steel reinforcedconcrete frame-core wall structure during construction. The results show that there is a difference in deformationmagnitude between the steel and concrete in steel reinforced concrete columns, and that deformation compatible timebetween concrete and steel is associated with the concrete strength grade: the higher the concrete strength grade, thelonger the time for deformation compatibility. The maximum value of column vertical deformation is 40710-6 , andthe maximum value of shear wall vertical deformation is 35910-6 . The rate of vertical deformation is faster withinthe initial 14 d; and the ratio of vertical deformation to total deformation after finishing the construction of 42 floors forthe column and shear wall is about 0. 35 and 0.34, and follows a linear relation thereafter.
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