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.
The original version of this chapter was revised: The erratum to this chapter is available at https://doi.org/10.1007/978-3-662-53987-3_16
References
O’mahony MM. An analysis of the shear strength of recycled aggregates. Mater Struct. 1997;30(10):599–606.
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.
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).
Xiao J, Sun Y, Falkner H. Seismic performance of frame structures with recycled aggregate concrete. Eng Struct. 2006;28(1):1–8.
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.
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.
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.
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.
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.
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.
Yang YF, Han LH. Experimental behaviour of recycled aggregate concrete filled steel tubular columns. J Constr Steel Res. 2006;62(12):1310–24.
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.
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.
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.
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Xiao, J. (2018). Seismic Performance of Recycled Aggregate Concrete Columns. In: Recycled Aggregate Concrete Structures. Springer Tracts in Civil Engineering . Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-53987-3_11
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DOI: https://doi.org/10.1007/978-3-662-53987-3_11
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