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Seismic Performance of Recycled Aggregate Concrete Columns

  • Jianzhuang XiaoEmail author
Chapter
Part of the Springer Tracts in Civil Engineering book series (SPRTRCIENG)

Abstract

In this chapter, the studies on the seismic performance of recycled aggregate concrete (RAC) columns and confined RAC columns are performed. The main parameters in these studies are recycled coarse aggregate (RCA) replacement percentage, construction sequence, bond–slip effect, and confinement. Based on these investigations, failure pattern, hysteresis curves, skeleton curves, energy dissipation, and stiffness deterioration laws of RAC columns and confined RAC columns are analyzed. The RCA effect on seismic performance of columns is significant. The construction sequence can also affect the seismic behavior of columns. It was discovered that the confinement obviously improved the seismic performance of RAC columns.

References

  1. 1.
    O’mahony MM. An analysis of the shear strength of recycled aggregates. Mater Struct. 1997;30(10):599–606.Google Scholar
  2. 2.
    Fathifazl G, Razaqpur AG, Isgor OB, Abbas A, Fournier B, Foo S. Shear capacity evaluation of steel reinforced recycled concrete (RRC) beams. Eng Struct. 2011;33(3):1025–33.CrossRefGoogle Scholar
  3. 3.
    Corinaldesi V, Moriconi G. Recycled aggregate concrete under cyclic loading. In: Proceedings of the international symposium on role of concrete in sustainable development; 2003 Sep; Scotland: University of Dundee, Scotland 2003. (pp. 3–4).Google Scholar
  4. 4.
    Xiao J, Sun Y, Falkner H. Seismic performance of frame structures with recycled aggregate concrete. Eng Struct. 2006;28(1):1–8.CrossRefGoogle Scholar
  5. 5.
    Xiao J, Wang C, Li J, Tawana MM. Shake-table model tests on recycled aggregate concrete frame structure. ACI Struct J. 2012;109(6):777.Google Scholar
  6. 6.
    Zhang J, Cao W, Dong H, Zhu H. Experimental research of the recycled aggregate content’s influence on the seismic behavior of middle or high shear wall. China Civ Eng J. 2006;43:55–61.Google Scholar
  7. 7.
    Lian X, Ye XG, Zhang LJ, Wang DC, Jiang Q, Chang L. Finite element analysis of the superimposed slab shear walls. J Hefei Univ Technol (Natural Science). 2009;7:029.Google Scholar
  8. 8.
    Nishiura N, Kasamatsu T, Miyashita T, Tanaka R. Experimental study of recycled aggregate concrete half-precast beams with lap joints. Trans Jpn Concrete Institute. 2001;23:295–302.Google Scholar
  9. 9.
    Sai S, Kanno K, Ohaga Y, Tanaka R. Research on the compression examination of half precast columns using recycled aggregate concrete. In: Summaries of technical papers of annual meeting architectural institute of Japan, vol. 9, 2003, p. 271.Google Scholar
  10. 10.
    Konno K, Sato Y, Kakuta Y, Ohira M. The property of recycled concrete column encased by steel tube subjected to axial compression. Trans Jpn Concrete Institute. 1998;1(19):231–8.Google Scholar
  11. 11.
    Yang YF, Han LH. Experimental behaviour of recycled aggregate concrete filled steel tubular columns. J Constr Steel Res. 2006;62(12):1310–24.CrossRefGoogle Scholar
  12. 12.
    Xiao J, Huang Y, Yang J, Zhang C. Mechanical properties of confined recycled aggregate concrete under axial compression. Constr Build Mater. 2012;26(1):591–603.CrossRefGoogle Scholar
  13. 13.
    Yang YF, Han LH, Zhu LT. Experimental performance of recycled aggregate concrete-filled circular steel tubular columns subjected to cyclic flexural loadings. Advances Structural Eng. 2009;12(2):183–94.CrossRefGoogle Scholar
  14. 14.
    Huang Y, Xiao J, Zhang C. Theoretical study on mechanical behavior of steel confined recycled aggregate concrete. J Constr Steel Res. 2012;30(76):100–11.CrossRefGoogle Scholar

Copyright information

© Springer-Verlag GmbH Germany 2018

Authors and Affiliations

  1. 1.College of Civil EngineeringTongji UniversityShanghaiChina

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