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

Hua Jianmin; Xie Feifei

doi:10.13204/j.gyjz201110020

Volume 41 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(10): 81-84

XIA Fengmin, TAN Tianle, JIA Liudong, ZHANG Xin, FU Chuanwei, LIU Min. DESIGN AND APPLICATION OF MONOLITHIC MOVEMENT OF THE HISTORICAL BUILDING JINAN CONVENT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 216-221. doi: 10.13204/j.gyjzG21012703

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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

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

doi: 10.13204/j.gyjz201110020

Hua Jianmin^1,2,
Xie Feifei¹

1.
1. School of Civil Engineering,Chongqing University,Chongqing 400045,China;
2.
2. Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education,Chongqing University,Chongqing 400045,China

Received Date: 2011-06-10
Publish Date: 2011-10-20

Abstract

Abstract

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．
- tall building,
- steel reinforced concrete composite structure,
- frame-core wall structure,
- construction period,
- vertical deformation

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References(18)

References

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