Effect of concrete creep and shrinkage on tall hybrid-structures and its countermeasures

doi:10.1007/s11709-009-0020-7

Front Arch Civil Eng Chin

2009, Vol. 3

Issue (2) : 234-239 https://doi.org/10.1007/s11709-009-0020-7

RESEARCH ARTICLE

Effect of concrete creep and shrinkage on tall hybrid-structures and its countermeasures

Pusheng SHEN(

), Hui FANG, Xinhong XIA

College of Civil Engineering, Hunan University, Changsha 410082, China

Download: PDF(161 KB) HTML
Export: BibTeX | EndNote | Reference Manager | ProCite | RefWorks

Abstract

This paper aims to study the different vertical displacements in tall hybrid-structures and the corresponding engineering measures. First, the method to calculate the different vertical displacements in tall hybrid-structures is presented. This method takes into account the effects of construction process by applying loads sequentially story by story. Based on the concrete creep and shrinkage calculation formula in American Concrete Institute (ACI) code, with the assumption that loads are increased linearly in members, the creep and shrinkage effects of members are analyzed by adopting two parameters named average load-aged coefficient and average age-last coefficient. The effects of steel ratio on members creep are analyzed by age-adjusted module method (AEMM). The effects that core-tube were constructed in advance to outer steel frame were also considered. Then, based on the sample calculation, the measures to effectively reduce the different vertical displacements in hybrid-structures are proposed. This method is simple and practical in the calculation of different vertical displacements in tall and super-tall hybrid-structures.

Keywords creep shrinkage construction process hybrid-structure

Corresponding Author(s): SHEN Pusheng,Email:pssheng1@163.com

Issue Date: 05 June 2009

Cite this article:

Pusheng SHEN,Hui FANG,Xinhong XIA. Effect of concrete creep and shrinkage on tall hybrid-structures and its countermeasures[J]. Front Arch Civil Eng Chin, 2009, 3(2): 234-239.

URL:

https://academic.hep.com.cn/fsce/EN/10.1007/s11709-009-0020-7
https://academic.hep.com.cn/fsce/EN/Y2009/V3/I2/234

Fig.1 Sketch map of core-tube constructed in advance

Fig.2 Plane of hybrid structure

Tab.1 Cross-section sizes of members

Fig.3 Vertical displacements of shear-wall

Fig.4 Different vertical displacements between column A and shear-wall B

Fig.5 Variation of vertical displacements of concrete creep and shrinkage of shear-wall B with steel ratio

Fig.6 Vertical displacements of concrete creep and shrinkage of shear-wall B when core-tube constructed stories in advance

1	China Technical Specification for Concrete Structures of Tall Building (JGJ3-2002). Beijing: China Architecture Industry Publishing House, 2002 (in Chinese)
2	Zhou Xuhong, Huang Xiangxiang, Wang Yihong, Di Jin, Liu Yongjian. Calculation of the differential shortening of steel frame-reinforced concrete core-wall structure. Journal of Building Structures , 2005, 26(2): 66–73 (in Chinese)
3	Xu Peifu, Fu Xueyi, Wang Cuikun, Xiao Congzhen. Structural Design for Complex Tall Buildings. Beijing: China Architecture Industry Press, 2003 (in Chinese)
4	Yang Li, Guo Zhigong. How to consider the effect of creep and shrinkage in reinforced concrete tall building structure design. Industrial Construction , 1995, 25(4): 40–46 (in Chinese)
5	Deng Zhiheng, Qin Ring. Influence of shrinkage and creep on high-rise building in construction process. Journal of Harbin University of C. E.& Architecture , 2002, 35(5): 28–31 (in Chinese)
6	Luo Wenbin, Zhang Baoyin. Countermeasures for different vertical deformation of S+RC mixed structures. Journal of Building Structures , 2000, 21(6): 68–73 (in Chinese)
7	Maru S, Asfaw M, Nagpal A K. Consistent procedure for creep and shrinkage effects in RC frames. Journal of Structural Engineering , 2001, 127(7): 726–732
8	Sharma R K, Maru S, Nagpal A K. Simplified procedure for creep and shrinkage effects in reinforced concrete frames. Journal of Structural Engineering , 2004, 130(10): 1545–1552
9	Smith B S, Coull A. Tall Building Structures: Analysis and Design, New York: John Wiley & Sons, Inc.. 1991
10	ACI Committee 209. Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures. Detroit: ACI, 1997
11	Xia Xinhong, Shen Pusheng, Fang Hui, Gong Huguang, Tang Zheng. Simplified method of creep and shrinkage analysis in reinforced concrete members bearing multi-axial forces. Journal of Huazhong University of Science and Technology (Urban Science Edition) , 2006, 23(4): 48–50 (in Chinese)

[1]	Beibei SUN, Hao WU, Weimin SONG, Zhe LI, Jia YU. Hydration, microstructure and autogenous shrinkage behaviors of cement mortars by addition of superabsorbent polymers[J]. Front. Struct. Civ. Eng., 2020, 14(5): 1274-1284.
[2]	Said CHOUCHA, Amar BENYAHIA, Mohamed GHRICI, Mohamed Said MANSOUR. Effect of natural pozzolan content on the properties of engineered cementitious composites as repair material[J]. Front. Struct. Civ. Eng., 2018, 12(3): 261-269.
[3]	Yanhua GUAN, Ying GAO, Renjuan SUN, Moon C. WON, Zhi GE. Experimental study and field application of calcium sulfoaluminate cement for rapid repair of concrete pavements[J]. Front. Struct. Civ. Eng., 2017, 11(3): 338-345.
[4]	Blandine FENEUIL,Karin HABERMEHI-CWIRZEN,Andrzej CWIRZEN. Contribution of CNTs/CNFs morphology to reduction of autogenous shrinkage of Portland cement paste[J]. Front. Struct. Civ. Eng., 2016, 10(2): 224-235.
[5]	Mahdi AREZOUMANDI. Feasibility of crack free reinforced concrete bridge deck from materials composition perspective: a state of the art review[J]. Front. Struct. Civ. Eng., 2015, 9(1): 91-103.
[6]	K. S. SIVAKUMARAN,R. M. KOROL,Xiao FAN. Energy absorption potential of concrete floors containing secondary (shrinkage and temperature) reinforcements[J]. Front. Struct. Civ. Eng., 2014, 8(3): 282-291.
[7]	Mahdi AREZOUMANDI, Mark EZZELL, Jeffery S VOLZ. A comparative study of the mechanical properties, fracture behavior, creep, and shrinkage of chemically based self-consolidating concrete[J]. Front Struc Civil Eng, 2014, 8(1): 36-45.
[8]	Hui ZHU, Yuching WU. Finite element analysis of creep for plane steel frames in fire[J]. Front Struc Civil Eng, 2012, 6(3): 297-307.
[9]	Erich BAUER, Zhongzhi FU, Sihong LIU. Influence of pressure and density on the rheological properties of rockfills[J]. Front Struc Civil Eng, 2012, 6(1): 25-34.
[10]	Marta DOLEZALOVA, Ivo HLADIK. Long-term behavior and safety assessment of Sance Rockfill Dam[J]. Front Arch Civil Eng Chin, 2011, 5(1): 79-89.
[11]	Erich BAUER, Zhongzhi FU, Sihong LIU, . Hypoplastic constitutive modeling of wetting deformation of weathered rockfill materials[J]. Front. Struct. Civ. Eng., 2010, 4(1): 78-91.
[12]	SHAO Xudong, LI Lifeng, YANG Jianjun. Experimental research on the creep behavior and bearing capacity of repeatedly prestressed concrete beam[J]. Front. Struct. Civ. Eng., 2007, 1(3): 305-311.

Viewed

Full text

Abstract

Cited

Shared

Discussed