References

Alacali, S.N., B. Akbas and B. Doran, 2011. Prediction of lateral confinement coefficient in reinforced concrete columns using neural network simulation. Appl. Soft Comput., 11: 2645-2655.
CrossRef  |  

Attard, M.M. and S. Setunge, 1996. Stress-strain relationship of confined and unconfined concrete. Mater. J., 93: 432-442.
Direct Link  |  

Chistyakov, E.A., 1988. Theory bases, methods of calculation and pilot studies of the bearing ability of the compressed reinforced concrete elements at static loading. Ph.D Thesis, University of Aberdeen, Aberdeen, Scotland.

Fattah, A.M.A.E., 2012. Behavior of concrete columns under various confinement effects. Ph.D Thesis, Kansas State University, Manhattan, Kansas.

Hamidian, M.R., M.Z. Jumaat, U.J. Alengaram, N.R. Sulong and P. Shafigh, 2016. Pitch spacing effect on the axial compressive behaviour of Spirally Reinforced Concrete-Filled steel Tube (SRCFT). Thin Walled Struct., 100: 213-223.
Direct Link  |  

Han, L.H. and Y.F. An, 2014. Performance of concrete-encased CFST stub columns under axial compression. J. Constr. Steel Res., 93: 62-76.
Direct Link  |  

Imran, I. and S.J. Pantazopoulou, 1996. Experimental study of plain concrete under triaxial stress. ACI. Mater. J., 93: 589-601.

Karpenko, N.I., 1996. The General Models of Mechanics of Ferro-Concrete. Stroyizdat, Moscow, Russia, Pages: 416.

Kotsovos, M.D., 2007. Concepts underlying reinforced concrete design: Time for reappraisal. ACI. Struct. J., 104: 675-684.
CrossRef  |  

Krishan, A.L., 2014. Power resistance of compressed concrete elements with confinement reinforcement by means of meshes. Adv. Environ. Biol., 1: 1987-1991.
Direct Link  |  

Krishan, A.L., M.A. Astafyeva, M.Y. Narkevich and V.I. Rimshin, 2014. Definition of deformation characteristics of concrete. Nat. Tech. Sci., 9: 367-369.

Krishan, A.L., R.R. Sabirov and M.A. Krishan, 2014. Durability calculation of the compressed reinforced concrete elements with hooped reinforcement by grids. Archit. Constr. Educ., 1: 215-224.

Liang, Y. and Y. Samuel, 2012. Pilot studies of hybrid spiral reinforcing in rectangular columns. Ind. Civil Eng., 2010: 77-80.

Mander, J.B., M.J. Priestley and R. Park, 1988. Theoretical stress-strain model for confined concrete. J. Struct. Eng., 114: 1804-1826.
CrossRef  |  

Masoudnia, R., S. Amiri and W.W. Badaruzzaman, 2011. An analytical model of short steel box columns with concrete in-fill (part 1). Aust. J. Basic Appl. Sci., 5: 1715-1721.
Direct Link  |  

Mendis, P.A., D. Kovacic and S. Setunge, 2000. Basis for the design of lateral reinforcement for high-strength concrete columns. Struct. Eng. Mech., 9: 589-600.
CrossRef  |  

Naeej, M., M. Bali, M.R. Naeej and J.V. Amir, 2013. Prediction of lateral confinement coefficient in concrete filled steel tube columns using M5’ machine learning method. J. Civil Eng., 17: 1714-1719.
CrossRef  |  

Rastorguyev, B.S. and D.S. Vanus, 2009. Calculation of reinforced concrete elements with cross mesh reinforcing. Ind. Civil Eng., 10: 53-54.

Subramanian, N., 2011. Design of confinement reinforcement for RC columns. Indian Concr. J., 85: 19-29.
Direct Link  |  

Waston, S., F. Zahn and R. Park, 1994. Confining reinforcement for concrete columns. J. Struct. Eng., 120: 1798-1824.
CrossRef  |  Direct Link  |