Feng, D. C., & Xu, J. (2018). An efficient fiber beam-column element considering flexure–shear interaction
and anchorage bond-slip effect for cyclic analysis of RC structures. Bulletin of Earthquake Engineering, 16,
5425-5452.
Gholizade. V. (2013). Design, construction and comparison between technical, executive and economical
view of SCC & NC tunnel segments of line 2 of Mashhad city train project", (M.Sc. Thesis). Faculty of
Engineering, Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran.
Critical load
(kN)
F'
c
(MPa)
Ec
(MPa)
Sample
66-H1SCC 89068 4.55 859.1881
66-H2SCC 5.65636 7.76 623.2385
66-H3SCC 5.37723 1.52 107.1830
66-H4SCC 33330 3.66 823.2215
55-H5SCC 5.49441 1.65 536.2103
55-H6SCC 5.20365 3.69 352.2386
55-H7SCC 51832 2.68 97.2186
55-H8SCC 27252 9.63 535.2187
65-L9SCC 5.22215 5.56 18.2022
65-L10SCC 5.30480 8.56 836.1990
65-L11SCC 19927 1.43 606.1693
65-L12SCC 60939 3.51 689.1777
55-L13SCC 5.19776 4.67 2341.833
55-L14SCC 5.23435 5.55 1992.051
55-L15SCC 5.43695 3.70 2276.576
55-L16SCC 22631 0.61 2132.975
Khosravi, H., & Adelian Haghighi, A. (2023). Civil and Project, 5(8), 26-37.
37
Han, L. H., Huang, H., & Zhao, X. L. (2009). Analytical behaviour of concrete-filled double skin steel
tubular (CFDST) beam-columns under cyclic loading. Thin-walled structures, 47(6-7), 668-680.
Han, L. H., Huang, H., Tao, Z., & Zhao, X. L. (2006). Concrete-filled double skin steel tubular (CFDST)
beam–columns subjected to cyclic bending. Engineering structures, 28(12), 1698-1714.
Huang, H., Han, L. H., Tao, Z., & Zhao, X. L. (2010). Analytical behaviour of concrete-filled double skin
steel tubular (CFDST) stub columns. Journal of Constructional Steel Research, 66(4), 542-555.
Imani, R., Mosqueda, G., & Bruneau, M. (2015). Experimental study on post-earthquake fire resistance of
ductile concrete-filled double-skin tube columns. Journal of Structural Engineering, 141(8), 04014192.
Junjie Yang, J., Xu, H., & Peng, G. (2008). Behavior of concrete-filled double skin steel tubular columns
with octagon section under axial compression. Frontiers of Architecture and Civil Engineering in China, 2, 205-
210.
Li, W., Han, L. H., & Zhao, X. L. (2012). Axial strength of concrete-filled double skin steel tubular (CFDST)
columns with preload on steel tubes. Thin-walled structures, 56, 9-20.
Li, W., Han, L. H., & Zhao, X. L. (2015). Behavior of CFDST stub columns under preload, sustained load
and chloride corrosion. Journal of Constructional Steel Research, 107, 12-23.
Li, W., Han, L. H., Ren, Q. X., & Zhao, X. L. (2013). Behavior and calculation of tapered CFDST columns
under eccentric compression. Journal of Constructional Steel Research, 83, 127-136.
Li, W., Ren, Q. X., Han, L. H., & Zhao, X. L. (2012). Behaviour of tapered concrete-filled double skin steel
tubular (CFDST) stub columns. Thin-walled structures, 57, 37-48.
Liu, M., & Qian, J. (2009). Moment-curvature relationship of FRP-concrete-steel double-skin tubular
members. Frontiers of architecture and civil engineering in China, 3, 25-31.
Lu, H., Han, L. H., & Zhao, X. L. (2010). Fire performance of self-consolidating concrete filled double skin
steel tubular columns: Experiments. Fire safety journal, 45(2), 106-115.
Nariman, N., & Msekh, M. A. (2013). Finite element analysis of the buckling critical loads in un-braced
steel frames with multiple slenderness ratio configurations. GRIN Verlag.
Pagoulatou, M., Sheehan, T., Dai, X. H., & Lam, D. (2014). Finite element analysis on the capacity of
circular concrete-filled double-skin steel tubular (CFDST) stub columns. Engineering Structures, 72, 102-112.
Tao, Z., Han, L. H., & Zhao, X. L. (2004). Behaviour of concrete-filled double skin (CHS inner and CHS
outer) steel tubular stub columns and beam-columns. Journal of Constructional Steel Research, 60(8), 1129-
1158.
Yang, Y. F., & Han, L. H. (2008). Concrete-filled double-skin tubular columns under fire. Magazine of
Concrete Research, 60(3), 211-222.
Yang, Y. F., Hou, C., Meng, C. Y., & Han, L. H. (2015). Investigation on square concrete filled double-skin
steel tube (CFDST) subjected to local bearing force: Experiments. Thin-Walled Structures, 94, 394-409.
Zhang, F., Wu, C., Zhao, X. L., Xiang, H., Li, Z. X., Fang, Q., ... & Packer, J. A. (2016). Experimental study
of CFDST columns infilled with UHPC under close-range blast loading. International Journal of Impact
Engineering, 93, 184-195.
Zhao, X. L., Han, B., & Grzebieta, R. H. (2002). Plastic mechanism analysis of concrete-filled double-skin
(SHS inner and SHS outer) stub columns. Thin-Walled Structures, 40(10), 815-833.
Zhou, W. B., Jiang, L. Z., Li, S. J., & Kong, F. (2016). Elastic distortional buckling analysis of I-steel
concrete composite beam considering shear deformation. International Journal of Structural Stability and
Dynamics, 16(08), 1550045.