1 |
Espinos, A., Hospitaler, A. and Romero, M.L. (2009), "Fire resistance of axially loaded slender concrete filled steel tubular columns", Acta Polytechnica, 49(1), 39-43.
|
2 |
Han, L.H., Yao, G.H. and Zhao, X.L. (2005), "Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC)", J. Constr. Steel Res., 61, 1241-1269.
DOI
|
3 |
Hertz, K.D. (2003), "Limits of spalling of fire-exposed concrete", Fire Safety J., 38(2), 103-116.
DOI
|
4 |
Hong, S. and Varma, A.H. (2009), "Analytical modeling of the standard fire behavior of loaded CFT columns", J. Constr. Steel Res., 65(1), 54-69.
DOI
|
5 |
Jagannath, L., Harish Kumar, N.R., Nagaraja, K.P. and Prabhakara, R. (2016), "Behaviour of normal strength concrete and high strength concrete subjected to in-plane shear", Int. J. Innov. Res. Sci. Eng. Technol., 5(7), 12242-12251.
|
6 |
Khan, Q.S., Sheikh, M.N. and Hadi, M.N.S. (2016), "Axial compressive behaviour of circular CFFT: Experimental database and design-oriented model", Steel Compos. Struct., Int. J., 21(4), 921-947.
DOI
|
7 |
Kim, D.K., Choi, S.M., Kim, J.H., Chung, K.S. and Park, S.H. (2005), "Experimental study on fire resistance of concrete-filled steel tube column under constant axial loads", Steel Struct., 5(4), 305-313.
DOI
|
8 |
Kodur, V.K.R. (1999), "Performance-based fire resistance design of concrete-filled steel columns", J. Constr. Steel Res., 51(1), 21-36.
DOI
|
9 |
Kodur, V.K.R. (2007), "Guidelines for fire resistant design of concrete-filled steel HSS columns-state-of-the-art and research needs", Steel Struct., 7, 173-182.
|
10 |
Kodur, V. (2014), "Properties of concrete at elevated temperatures", ISRN Civil Engineering Volume, Article ID 468510.
|
11 |
Lavanya, J. and Elangovan, R. (2017), "The structural behaviour of concrete filled steel tubular columns", Int. Res. J. Eng. Technol., 4(6), 209-215.
|
12 |
Kodur, V.K.R. and Sultan, M.A. (2003), "Effect of temperature on thermal properties of high-strength concrete", J. Mater. Civil Eng., 5(2), 101-107.
|
13 |
Kodur, V.K.R., Wang, T.C. and Cheng, F.P. (2004), "Predicting the fire resistance behavior of high strength concrete columns", Cement Concrete Compos., 26(2), 141-153.
DOI
|
14 |
Krzemien, K. and Hagera, I. (2009), "Assessment of concrete susceptibility to fire spalling: A report on the state-of-the-art in testing procedures", Procedia Eng., 108, 285-292.
|
15 |
Mago, N. and Hicks, S.J. (2016), "Fire behaviour of slender, highly utilized, eccentrically loaded concrete filled tubular columns", J. Constr. Steel Res., 119, 123-132.
DOI
|
16 |
Lie, T.T. and Kodur, V.K.R. (1996), "Fire resistance of steel columns filled with bar-reinforced concrete", ASCE J. Struct. Eng., 122(1), 30-36.
DOI
|
17 |
Liew, J.Y.R. and Xiong, M. (2015), Design Guide for Concrete Filled Tubular Members with High Strength Materials to Eurocode 4, Research Publishing, Blk 12 Lorong Bakar Batu, #2-11, 349568, Singapore.
|
18 |
Liu, Y.X., Tong, G.S. and Zhang, L. (2015), "Fire resistance and load-bearing capacity of concrete filled fire-resistant steel tubular columns with circular cross-section", J. Zhejiang Univ. (Eng. Sci.), 49(2), 208-217.
|
19 |
Mundhada, A.R. and Pofale, A.D. (2015), "Effect of high temperature on compressive strength of concrete", IOSR J. Mech. Civil Eng., 12(1), 66-70.
|
20 |
Phan, L.T. and Carino, N.J. (1998), "Review of mechanical properties of HSC at elevated temperature", J. Mater. Civil Eng., 10(1), 58-64.
DOI
|
21 |
Siddique, R. and Kaur, D. (2012), "Properties of concrete containing ground granulated blast furnace slag (GGBFS) at elevated temperatures", J. Adv. Res.arch, 3(1), 45-51.
DOI
|
22 |
Phan, L.T. and Carino, N.J. (2002), "Effects of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures", ACI Mater. J., 99(1), 54-66.
|
23 |
Purkiss, J.A. (2007), Fire Safety Engineering Design of Structures, Butterworth-Heinemann, Elsevier, Oxoford, UK.
|
24 |
Qu, X., Chen, Z., Nethercot, D.A., Gardner, L. and Theofanous, M. (2015), "Push-out tests and bond strength of rectangular CFST columns", Steel Compos. Struct., Int. J., 19(1), 21-41.
DOI
|
25 |
Sanjayan, G. and Stocks, L.J. (1993), "Spalling of high-strength silica fume concrete in fire", ACI Mater. J., 90(2), 170-173.
|
26 |
Schaumann, P. and Kleibomer, I. (2017), "Experimental and numerical investigations of the composite behaviour in concrete-filled tubular columns with massive steel core at high temperatures", J. Struct. Fire Eng. DOI: https://doi.org/10.1108/JSFE-01-2017-0010
DOI
|
27 |
Song, T.Y., Han, L.H. and Yu, H.X. (2010), "Concrete filled steel tube stub columns under combined temperature and loading", J. Constr. Steel Res., 66(3), 369-384.
DOI
|
28 |
Tan, K. and Nichols, J.M. (2017), "Properties of high-strength concrete filled steel tube columns", Modern Civil Struct. Eng., 1(1), 58-77. DOI: 10.22606/mcse.2017.11005
DOI
|
29 |
Tang, C.W. (2017), "Fire resistance of high strength fiber reinforced concrete filled box columns", Steel Compos. Struct., Int. J., 23(5), 611-621.
DOI
|
30 |
Tang, C.W. and Chen, C.Y. (2017), "Fire Resistance of Concrete-Filled Box Columns Fabricated with Different Welding Methods", Sens. Mater., 29(4), 371-377.
|
31 |
Xiong, M.X. and Liew, J.Y.R. (2016), "Mechanical behaviour of ultra-high strength concrete at elevated temperatures and fire resistance of ultra-high strength concrete filled steel tubes", Mater. Des., 104, 414-427.
DOI
|
32 |
Tao, Z., Ghannama, M., Song, T.Y. and Han, L.H. (2016), "Experimental and numerical investigation of concrete-filled stainless steel columns exposed to fire", J. Constr. Steel Res., 118, 120-134.
DOI
|
33 |
Uy, B. (2001), "Strength of short concrete filled high strength steel box columns", J. Constr. Steel Res., 57(1), 113-134.
DOI
|
34 |
Wan, C.Y. and Zha, X.X. (2016), "Nonlinear analysis and design of concrete-filled dual steel tubular columns under axial loading", Steel Compos. Struct., Int. J., 20(3), 571-597.
DOI
|
35 |
Zhou, X., Mou, T., Tang, H. and Fan, B. (2017), "Experimental study on ultrahigh strength concrete filled steel tube short columns under axial load", Adv. Mater. Sci. Eng. Article ID 8410895, 9 p. DOI: https://doi.org/10.1155/2017/841089
DOI
|
36 |
Taiwan Construction and Planning Agency (2004), Design Code and Commentary for Steel Reinforced Concrete Structures, Taipei. [In Chinese]
|
37 |
ASTM E119 (2008), Standard Test Methods for Fire Tests of Building Construction and Materials, American Society for Testing and Materials, Philadelphia, CA, USA.
|
38 |
ACI 363R-92 (1992), State-of-the-Art Report on High-Strength Concrete, ACI Committee 363 Report, American Concrete Institute, Detroit, MI, USA.
|
39 |
Aslani, F., Uy, B., Tao, Z. and Mashiri, F. (2015), "Predicting the axial load capacity of high-strength concrete filled steel tubular columns", Steel Compos. Struct., Int. J., 19(4), 967-993.
DOI
|
40 |
ASTM C192/C192M-16a (2016), Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory; ASTM International, West Conshohocken, PA, USA. URL: www.astm.org
|
41 |
Ekmekyapar, T. (2016), "Experimental performance of concrete filled welded steel tube columns", J. Constr. Steel Res., 117, 175-184.
DOI
|
42 |
Castillo, C. and Durrani, A.J. (1990), "Effect of transient high temperature on high-strength concrete", ACI Mater. J., 87(1), 47-53.
|
43 |
Chen, H.J., Yang, Y.C., Tang, C.W. and Peng, C.F. (2017), "Residual-Load-Bearing Capacity of High-Performance Concrete-Filled Box Columns after Fire", Sens. Mater., 29(4), 523-532.
|
44 |
Ding, J. and Wang, Y.C. (2008), "Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire", J. Constr. Steel Res., 64, 1086-1102.
DOI
|
45 |
EN 1992-1-2 (2004), Eurocode 2: Design of concrete structures. Part 1-2: general rules-structural fire design, European Committee for Standardization, Brussels, Belgium.
|
46 |
EN 1994-1-2 (2005), Eurocode 4: Design of composite steel and concrete structures-Part 1-2: General-Structural fire design.
|
47 |
ACI-318 (2014), Building code requirements for reinforced concrete and commentary, American Concrete Institute, Farmington Hills, MI, USA.
|