1. Webb, J., Beyton, J.J., “Composite concrete-filled steel tube
columns” In Proceedings of structural engineering conference.
Adelaide: The Institution of Engineers Australia, 181-5, (1990).
2. Han, L.H., Li, W., Bjorhovde, R., “Developments and advanced
applications of concrete-filled steel tubular (CFST) structures:
Members”, Journal of Constructional Steel Research, Vol. 100,
(2014), 211-228.
3. Razzaghi, M.S., Esfandyary, R., Nateghi, A., “The effects of
internal and external stiffners on hysteretic behavior of steel beam
to CFT column connections”, International Journal of
Engineering, Transactions A: Basics, Vol. 27, No. 7, (2014),
1005-1014.
4. Abdollahzadeh, G.R., Yapang Gharavi, S., Hoseinali Beigi, M.,
“Analytical experimantal investigation of I beam-to-CFT column
connections under monotonic loading (research note)”,
International Journal of Engineering, Transactions B:
Applications, Vol. 27, No. 2, (2014), 293-306.
5. An, Y.F., Han, L.H., Roeder, C., “Flexural performance of
concrete-encased concrete filled steel tubes”, Magazine of
Concrete Research, Vol. 66, No. 5, (2014), 249-267.
6. Han, L.H., An, Y.F., Roeder, C., Ren, Q.X., “Performance of
concrete-encased CFST box members under bending”, Journal
of Constructional Steel Research, Vol. 106, (2014), 138-153.
7. Nateghi A., F., Vatandoost, M., “Seismic retrofitting RC
structures with precast prestressed concrete braces ABAQUS
FEA modeling”, International Journal of Engineering,
Transactions C: Aspects, Vol. 31, No. 3, (2018), 394-404.
8. Tuan, C.Y., “Aurora arch bridge-Confined concrete system
speeds construction of Walkway span”, Concrete International,
Vol. 26, No. 4, (2004), 64-67.
9. Christopher, Y., Tuan, C.Y., “Flexural behavior of nonposttensioned
and posttensioned concrete-filled circular steel
tubes”, Journal of Structural Engineering, Vol. 134, No. 6,
(2008), 1057-1060.
10. Deng, Y., Tuan, C.Y., Zhou, Q., Xiao, Y., “Flexural strength
analysis of non-posttensioned and post-tensioned concrete-filled
circular steel tubes”, Journal of Constructional Steel Research,
Vol. 67, (2011), 192-202.
11. Zhan, Y., Zhao, R., Ma, Z.J., XU, T., Song, R., “Behavior of
prestressed concrete-filled steel tube (CFST) beam”, Engineering
Structure, Vol. 122, (2016), 144-155.
12. Xiong, M.X., Xiong, D-X., Richard, Liew, J.Y., “Flexural
performance of concrete filled tubes with high tensile steel and
ultra-high strength concrete”, Journal of Constructional Steel
Research, Vol. 132, (2017), 191–202.
13. Eurocode 4., “Design of composite steel and concrete structures,
part 1.1: general rules and rules for building”, BS EN 1994-1-1,
London, UK, (2004).
14. Javed, M.F., Ramli Sulong, N.H., Memon, S.A., Rehman, S.K.,
Kham, N.B., “FE modelling of the flexural behaviour of square
and rectangular steel tubes filled with normal and high strength
concrete”, Thin-Walled Structures, Vol. 119, (2017), 470–481.
15. GB50936, “Technical code for concrete filled steel tubular
structures”, Chinese Standard, (2014).
16. A.I.o.S.C. (AISC), “Load and resistance factor design
specification for structural steel buildings”, American Institute of
Steel Construction, Chicago, USA, (2005).
17. CIDECT, International Committee for the Development and
Study of Tubular Structures.
18. Rahmani, Z., Naghipour, M., Nematzadeh, M., “Structural
Behavior of Prestressed Self-Compacting Concrete-Encased
CFST Beams”, Computers and Concrete, submitted.
19. ABAQUS., Standard user's manual, version 6.12. Providence, RI,
USA, Dassault Systemes Corp, (2012).
20. Thai, H.T., UY, B., Khana, M., Tao, Z.h., Mashiri, F., “Numerical
modelling of concrete-filled steel box columns incorporating high
strength materials”, Journal of Constructional Steel Research,
Vol. 102, (2014), 256–265.
21. Zhao, X.M., Wu, Y.F., Leung, A.Y.T., “Analysis of plastic hinge
regions in reinforced concrete beams under monotonic loading”,
Engineering Structures, Vol. 34, (2012), 466-482.
22. Hsu Thomas, T.C., Mo, Y.L., “Unified theory of concrete
structures”, United Kingdom: John Wiley & Sons, Ltd, (2010).
23. Logan, A., Choi, W., Mirmiran, A., Rizkalla, S., Zia, P., “Shortterm
mechanical properties of high-strength concrete”, ACI
Materials Journal, Vol. 106, No. 5, (2009), 413.
24. Hognestad, E., “A study of combined bending and axial load in
reinforced concrete members. Bulletin 399”, University of Illinois
Engineering Experimental Station, Vol. 111, (1951), 128.
25. Han, L.H, An, Y.F., “Performance of concrete-encased CFST stub
columns under axial compression”, Journal of Constructional
Steel Research, Vol. 93, (2014), 62–76.
26. Elchalakani, M., Karrech, A., Hassanein. M.F., Yang, B., “Plastic
and yield slenderness limits for circular concrete filled tubes
subjected to static pure bending”, Thin-Walled Structures, Vol.
109, (2016), 50–64.
27. Han, L.H., Yao, G.H., Tao, Z., “Performance of concrete-filled
thin-walled steel tubes under pure torsion”, Thin-Walled Strut,
Vol. 45, No. 1, (2007), 24-36.
28. Rabczuk, T., Eibl, J., “Numerical analysis of prestressed concrete
beams using a coupled element free Galerkin/finite element
approach”, International Journal of Solids and Structures, Vol.
41, (2004), 1061–1080.
29. Han, L.H., An, Y.F., Roeder, C., Ren, Q.X., “Performance of
concrete-encased CFST box members under bending”, Journal
of Constructional Steel Research, Vol. 106, (2014), 138-153.
30. Han, L.H., “Flexural behaviour of concrete-filled steel tubes
Journal of Constructional Steel Research, Vol. 60, (2004), 313337.
31. Varma, A.H., Ricles, J.M., Sause, R., Lu, L.W., “Seismic
behavior and modeling of high strength composite concrete-filled
steel tube (CFST) beam-columns”, Journal of Constructional
Steel Research, Vol. 58, (2002), 725-758.
32. Chen, Y.S., “Testing and modeling tensile stress-strain curve for
prestressing wires in pailroad ties”, B. S., University of
Tamkang, Master of science, Kansas State University ,
Manhattan, (2016).