[
[1] BRAUNS, J.: Analysis of stress state in concrete-filled steel column. Journal of Constructional Steel Research, 49, 1999, pp. 189-196.10.1016/S0143-974X(98)00217-X
]Search in Google Scholar
[
[2] ZHAO, X. L. - GRZEBIETA, R.: Strength and ductility of concrete filled double skin (SHS inner and SHS outer) tubes. Thin-Walled Structures, 40, 2002, pp. 199-213.10.1016/S0263-8231(01)00060-X
]Search in Google Scholar
[
[3] GUPTA, P. K. - SARDA, S. M. - KUMAR, M. S.: Experimental and computational study of concrete filled steel tubular columns under axial loads. Journal of Constructional Steel Research, 63, 2007, pp. 182-193.10.1016/j.jcsr.2006.04.004
]Search in Google Scholar
[
[4] BAHRAMI, A. - WAN BADARUZZAMAN, W. H. - OSMAN, S. A.: Nonlinear analysis of concrete-filled steel composite columns subjected to axial loading. Structural Engineering and Mechanics, 39 (3), 2011, pp. 383-398.10.12989/sem.2011.39.3.383
]Search in Google Scholar
[
[5] BAHRAMI, A. - WAN BADARUZZAMAN, W. H. - OSMAN, S. A.: Structural behaviour of tapered concrete-filled steel composite (TCFSC) columns subjected to eccentric loading. Computers and Concrete, 9 (6), 2012, pp. 403-426.10.12989/cac.2012.9.6.403
]Search in Google Scholar
[
[6] BAHRAMI, A. - WAN BADARUZZAMAN, W. H. - OSMAN, S. A.: Performance of axially loaded tapered concrete-filled steel composite slender columns. Journal of Civil Engineering and Management, 19 (5), 2013, pp. 705-717.10.3846/13923730.2013.799094
]Search in Google Scholar
[
[7] AGHDAMY, S. - THAMBIRATNAMA, D. P. - DHANASEKARA, M. - SAIEDI, S.: Computer analysis of impact behavior of concrete filled steel tube columns. Advances in Engineering Software, 89, 2015, pp. 52-63.10.1016/j.advengsoft.2015.06.015
]Search in Google Scholar
[
[8] DUNDU, M.: Column buckling tests of hot-rolled concrete filled square hollow sections of mild to high strength steel. Engineering Structures, 127, 2016, pp. 73-85.10.1016/j.engstruct.2016.08.039
]Search in Google Scholar
[
[9] WANG, Y. H. - GUO, Y. F. - LIU, J. P. - ZHOU, X. H.: Experimental study on torsion behavior of concrete filled steel tube columns subjected to eccentric compression. Journal of Constructional Steel Research, 129, 2017, pp. 119-128.10.1016/j.jcsr.2016.11.011
]Search in Google Scholar
[
[10] THAI, S. - THAI, H. T. - UY, B. - NGO, T.: Concrete-filled steel tubular columns: Test database, design and calibration. Journal of Constructional Steel Research, 157, 2019, pp. 161-181.10.1016/j.jcsr.2019.02.024
]Search in Google Scholar
[
[11] HE, A. - LIANG, Y. - ZHAO, O.: Flexural buckling behaviour and resistances of circular high strength concrete-filled stainless steel tube columns. Engineering Structures, 219, 2020, 110893.10.1016/j.engstruct.2020.110893
]Search in Google Scholar
[
[12] OLIVEIRA, W. L. A. - DE NARDIN, S. - EL DEBS, A. L. H. C. - EL DEBS, M. K.: Influence of concrete strength and length/diameter on the axial capacity of CFT columns. Journal of Constructional Steel Research, 65, 2009, pp. 2103-2110.10.1016/j.jcsr.2009.07.004
]Search in Google Scholar
[
[13] ASTM A370-07a.: Standard test methods and definitions for mechanical testing of steel products. West Conshohocken, PA., 2007.
]Search in Google Scholar
[
[14] BAHRAMI, A. - YAVARI, M.: Hysteretic assessment of steel-concrete composite shear walls. International Journal of Recent Technology and Engineering, 8 (2), 2019, pp. 5640-5645.10.35940/ijrte.B2302.078219
]Search in Google Scholar
[
[15] BAHRAMI, A. - YAVARI, M.: Performance of steel-concrete shear walls with two-sided reinforced concrete. International Journal of Engineering and Technology Innovation, 9 (3), 2019, pp. 228-239.
]Search in Google Scholar
[
[16] BAHRAMI, A. - MATINRAD, S.: Response of steel beam-to-column bolted connections to blast loading. International Journal of Recent Technology and Engineering, 8 (3), 2019, pp. 3639-3648.10.35940/ijrte.C5347.098319
]Search in Google Scholar
[
[17] BAHRAMI, A. - MAHMOUDI KOUHI, A.: Compressive behaviour of circular, square, and rectangular concrete-filled steel tube stub columns, Civil Engineering and Architecture, 8 (5), 2020, pp. 1119-1126.10.13189/cea.2020.080538
]Search in Google Scholar
