List of References
1. 2005 , “Eurocode 4: Design of composite steel and concrete structures, Part 1.1 General rules and rules for buildings.” BS EN 1994-1-1:2004, British Standards Institution, London, , 2005, .
2. 1997 Goode, C. Douglas and Narayanan, Rangachari, “Design of concrete filled steel tubes to EC4.” Seminar by ASCCS, International Conference on Composite Construction - Conventional and Innovative, Innsbruck, 18 September, 1997, pp. 1-25.
3. 1999 , “Design Code for Concrete Filled Steel Tubes (DL/T5085-1999).” Electric Power Publishing House, P. R. China (in Chinese), , 1999, .
4. 1957 Kloppel, V. K. and Goder, W., “An investigation of the load carrying capacity of concrete-filled steel tubes and development of design formula.” Der Stahlbau, Vol 26, No 1,, , , 1957, pp. 1-10. [LC(46)]
5. 1964 Salani, H. J. & Sims, J. R., “Behaviour of mortar-filled steel tubes in compression.” Jol. Ammerican Concrete Institute, Vol. 61, No. 10, , October, 1964, pp. 1271-1282. [LC (17)]
6. 1966 Chapman, J. C. & Neogi, P. K., “Research in concrete filled columns.” Report Engineering Structures Lab. Imperial College, London, , 1966, . [LC (16)]
7. 1967 Furlong, R. W., “Strength of steel-encased concrete beam-columns.” Journal of Structural Division ASCE, Vol 93, ST5, , , 1967, pp. 113-124. [LC(8) LR(5)]
8. 1967 Gardner, N. J. and Jacobson, R., “Structural behaviour of concrete filled steel tubes.” ACI Journal, Vol 64, No 7, , , 1967, pp. 404-413. [LC(10)]
9. 1968 Furlong, R. W., “Design of steel encased concrete beam-columns.” Journal of the Structural Division, ASCE, Vol. 94, ST 1, , Jan., 1968, pp. 267-291. [LC(8) see ref 72]
10. 1968 Gardner, N. J., “Use of spiral welded steel tubes in pipe columns.” Jol. American Concrete Institute, Vol 65, No 11, , November, 1968, pp. 937-942. [LC (11)]
11. 1969 Knowles, R. B. & Park, R., “Strength of concrete filled steel tubular columns.” Jol. Structural Division ASCE, V 95, No 12, , December, 1969, pp. 2565-2587. [LC (11)]
12. 1969 Neogi, P. K., Sen, H. K. and Chapman, J. C., “Concrete-filled tubular steel columns under eccentric loading.” The Structural Engineer, Vol. 47, No. 5, London, May, 1969, pp. 187-95. [SR(2) LCM(17+1)]
13. 1970 Knowles, R. B. and Park, R., “Axial load design for concrete filled steel tubes.” Journal of the structural Division, ASCE, Vol. 96, ST10, , Oct., 1970, pp. 2125-2153. see Ref. 11
14. 1976 Bridge, R. Q., “Concrete filled steel tubular columns.” Report No R283, School of Civil engineering, University of Sydney, Sydney, , 1976, . [LR(1)]
15. 1979 SSRC Task Group 20, “A specification for the design of steel-concrete composite columns.” AISC Eng Jol, 4th Quarter, , , 1979, pp. 101-115. [LC(11)]
16. 1979 Tomii, M. and Sakino, K., “Experimental studies on the ultimate moment of concrete filled square steel tubular beam-columns.” Transactions of the Architectural Institute of Japan, No 275, , January, 1979, pp. 55-63. [SR(8)]
17. 1979 Tomii, M., Yoshimura, K. and Morishite, Y., “Experimental studies on concrete filled steel tubular stub columns under concentric loading.” Proceedings of the International Colloquium on Stability under Static and Dynamic Loads, SSRC/ASCE, Washington, , 1979, . [SR(8)]
18. 1982 Tang, G. Z., Zhao, B. Q., Zhu, H. X., & Shen, X. M, “Study on the fundamental structural behaviour of concrete filled steel tubular columns.” Journal of Building Structures, 1982 (1), China (in Chinese), , 1982, pp 13-31. [SC(26) LC(49) LCM(8)]
19. 1984 Cai, S. H. and Jiao, Z. S., “Behavior and ultimate strength of short concrete-filled steel tubular columns.” Journal of Building Structures, 1984 (6), (in Chinese), , 1984, pp. 13-29. [SC(31) LC(1)]
20. 1985 Cai, S. H. and Di, X. T., “Behavior and ultimate strength of eccentrically loaded concrete-filled steel tubular columns.” Journal of Building Structures, No 4, (in Chinese), , 1985, pp. 32-41. [LC(10) LCM(41)]
21. 1985 Cai, S. H. and Gu, W. L., “Behavior and ultimate strength of long concrete-filled steel tubular columns.” Journal of Building Structures 1985 (6), (in Chinese), , 1985, pp. 32-40. [SC(3) LC(23)]
22. 1985 Li, J. D., “Study of axial bearing capacity of concrete-filled-steel-tube columns.” Industrial Construction, No 2, (in Chinese), , 1985, pp. 25-31.
23. 1985 Sakino, Kenji, Tomii Masahide, Watanato Kocichi, “Sustaining load capacity of plain concrete stub columns confined by circular steel tube.” Proceedings 1st ASCCS International Conference on Steel-Concrete Composite Structures, Harbin, China, , 1985, pp. 112-118. [SC(6)]
24. 1985 Wang Zhang-uo, Yang Shang-zhang, “Experimental research of comprehensive strength and comprehensive modulus of elasticity of concrete filled steel tube.” Proceedings 1st ASCCS International Conference on Steel-Concrete Composite Structures, Harbin, China, , 1985, pp. 74-80. [SC(5)]
25. 1988 Cheng Yuen, Xu Fei, Xu Zhao-you, Xu Xun-chang, “Experimental research on dynamic behaviour of basic concrete filled steel tubular elements.” Proceedings 2nd ASCCS International Conference on Steel-Concrete Composite Structures, Harbin, China, 12-16 August, 1988, pp. 137-144. [SC(5)]
26. 1988 Pan, Youguang and Liang, J. H., “The effect of local welding on the behavior of concrete filled steel tubular columns under axial compression.” Proceedings 2nd ASCCS International Conference on Steel-Concrete Composite Structures, Harbin, China, 12-16 August, 1988, pp. 131-136. [LC (3)]
27. 1989 Goode, C. Douglas., “Four tests.” Unpublished, Manchester University, , 1989, . [SC(4)]
28. 1989 Shakir-Khalil, H. and Zeghiche, Z., “Experimental behaviour of concrete-filled rolled rectangular hollow-section columns.” The Structural Engineer, Vol 57, No 19, , , 1989, pp. 345-353. [LR(1)]
29. 1990 Shakir-Khalil, H. and Mouli, M., “Further tests on concrete-filled rectangular hollow-section columns.” The Structural Engineer, Vol 68, No 20, , , 1990, pp. 405-413. [LR(1)]
30. 1991 Luksha, L. K. and Nesterovich, A. P., “Strength testing of large-diameter concrete filled steel tubular members.” Proceedings 3rd ASCCS International Conference on Composite Construction, Fukuoka, Japan, 24-27 September, 1991, pp.67-70. [SC(10)]
31. 1991 Masuo, K., Adachi, M., Kawabata, K., Kobayashi, M., “Buckling behavior of concrete filled circular steel tubular columns using lightweight concrete.” Proceedings 3rd ASCCS International Conference on Composite Construction, Fukuoka, Japan, 24-27 September, 1991, pp. 95-100. [LC(10)]
32. 1991 Sakino, K and Hayashi, H, “Behaviors of concrete-filled steel tubular columns under concentric loadings.” Proceedings 3rd ASCCS International Conference on Composite Construction, Fukuoka, Japan, 24-27 September, 1991, pp. 25-30. [SC(12)]
33. 1991 Tsuji, B., Wakabayashi, M., Sugahara, M., “Ultimate strength of composite beam-columns.” Proceedings 3rd ASCCS International Conference on Composite Construction, Fukuoka, Japan, 24-27 September, 1991, pp.275-280. [SC(2)]
34. 1992 Lu, Y. and Kennedy, D., “The flexural behavior of concrete-filled hollow structural sections.” Structural Engineering Report 178, Dept. of Civil Eng., University of Alberta, Edmonton, Alberta, Canada, April, 1992, . [SR(4)]
35. 1992 Rangan, B. V. and Joyce, M., “Strength of eccentrically loaded slender steel tubular columns filled with high stength concrete.” ACI Structural Journal, Vol. 89, No. 6, , Nov-Dec, 1992, pp. 187-195. [LCM(18)]
36. 1993 Grauers, M., “Composite columns of hollow steel sections filled with high strength concrete.” PhD Thesis, Chalmers University, Goteborg, Sweden, June, 1993, . [SR(2) LR(14)]
37. 1994 Bergmann, R., “Load introduction in composite columns filled with high strength concrete.” Tubular Structures VI, Proceedings 6th International Symposium on Tubular Structures, Melbourne, Australia, 14-16 December, 1994, pp. 373-380. [LR(4)]
38. 1994 Fujii, K., “Structural Behaviour of two types of mortar filled steel tubes.” Proceedings 4th International Conference on Composite Construction, Kosice, Slovakia, 20-23 June, 1994, pp. 194-197. [LC(33)]
39. 1994 Kilpatrick, A. E., “Prediction of the non-linear behaviour of concrete-filled steel tubular columns.” Faculty of Engineering, University of Southern Queensland, Tech. Report 20, Toowoomba, Australia, June, 1994, pp. 1-47. [LCM(15+1) SC(9)]
40. 1995 Matsui, C., Tsuda, K. and Ishibashi., “Slender concrete-filled steel tubular columns under combined compression and bending.” Proceedings 4th Structural Steel Conference, Singapore, 25-27 October, 1995, pp. 29-36. [SC(1) LR(6) LC(5) LCM(18)]
41. 1996 Inai, E. and Sakino, K., “Simulation of flexural behavior of square concrete filled steel tubular columns.” Proceedings 3rd Joint Technical Coordinating Committee Meeting, US-Japan Cooperative Research Program, Phase 5, Composite & Hybrid Structures, Hong Kong, 12-14 December, 1996, . [SR(48)]
42. 1996 Shakir-Khalil, H. and Al-Rawdan, A., “Experimental behaviour and numerical modelling of concrete-filled rectangular hollow section tubular columns.” Composite Construction in Steel and Concrete, Proceedings of an Engineering Foundation Conference, Irsee, Germany, 9-14 June, 1996, pp. 222-235. [LRM(15)]
43. 1996 Zha Xiaoxiong, “The theoretical and experimental study of the behavior effect on concrete filled steel tubular members subjected to compression-bending-torsion under the initial stress of steel tube.” PhD dissertation, Harbin University of Architecture and Civil Engineering, Harbin, China, July, 1996, . [CMP(23)]
44. 1996 Zhong, S-T., “New concept and development of research on CFST members.” Proceedings 2nd International Symposium on Civil Infrastructure Systems (Main Theme: Composite and Hybrid Structures), Hong Kong, 9-12 December, 1996, .
45. 1997 Bridge, Russell and O'Shea, Martin., “Australian composite code concrete filled steel tubes.” ASCCS Seminar on Concrete Filled Steel Tubes - A Comparison of International Codes and Practices, International Conference on Composite Construction - Conventional and Innovative, Innsbruck, 16-18 September, 1997, pp. 59-74. [SC(15) LC(15)]
46. 1997 Han, L. H., “Theoretical analyses and experimental reserches for the behaviors of high strength concrete filled s.” Industrial Construction No 11, (in Chinese), , 1997, pp. 39-44.
47. 1997 Kilpatrick, A. E. and Rangan, B. V., “Behaviour of high-strength composite columns.” Proceedings International Conference on Composite Construction - Conventional and Innovative, Innsbruck, 16-18 September, 1997, pp. 789-794. see Ref. 39
48. 1997 Kilpatrick, A. E. and Rangan, B. V., “Tests on high-strength composite concrete columns.” Civil Engineering Research report No. 1/97, Curtin University of Technology, Perth, Western Australia, March, 1997, . see Ref. 39
49. 1997 Uy Brian, “Ductility and strength of thin-walled concrete filled box columns.” Proceedings International Conference on Composite Construction - Conventional and Innovative, Innsbruck, 16-18 September, 1997, pp. 801-806. [SRM (8)]
50. 1997 Zhong, S-T., “Introduction of the design code for concrete filled steel tubes (DL5099-1997) in China.” ASCCS Seminar on Concrete Filled Steel Tubes - A Comparison of International Codes and Practices, International Conference on Composite Construction - Conventional and Innovative, Innsbruck, 18 September, 1997, pp. 75-82.
51. 1998 Nakahara, H. and Sakino, K., “Axial compression and uniform bending tests of high strength concrete filled square steel tubular columns.” Proceedings 5th Pacific Structural Steel Conference, Seoul, Korea, 13-16 October, 1998, pp.943-948. [SR(4)]
52. 1998 Schneider, S. P., “Axially loaded concrete-filled steel tubes.” Journal of Structural Engineering, Vol 124, No 10,, , , 1998, pp. 1125-1138. [LR(11)]
53. 1999 Tan, K. F., Pu, X. C., & Cai, S. H., “Study on mechanical properties of extra-strength concrete encased in steel tubes.” Journal of Building Structures, 20 (1), P. R. China (in Chinese), , 1999, pp 10-15. [SC(13)]
54. 1999 Zhong, S-T., “High-rise buildings of concrete filled steel tubular structures.” Heilongjiang Science and Technology Publishing House, P. R. China (in Chinese), , 1999, . [SC(31). LCM(71)?error in data not included]
55. 1999 Zhong, S-T. and Zhang, S-M., “Application and development of concrete-filled steel tubes (CFST) in high rise buildings.” Advances in Structural Engineering, Vol. 2, No. 2, , , 1999, pp. 149-159.
56. 2000 Han Linhai and Yan Shanzhang., “Experimental studies on the strength with high slenderness ratio concrete filled steel tubular columns.” Proceedings 6th ASCCS Conference; Composite and Hybrid Structures, Vol. 1, Los Angeles, 22-24 March, 2000, pp. 419-426. [LC(11)]
57. 2000 Han, L. H., “The influence of concrete compaction on the strength of concrete filled steel tubes.” Advances in Structural Engineering, Vol 3, No 2, , , 2000, pp. 131-137.
58. 2000 Johansson Mathias et al., “Structural behavior of circular composite columns under various means of load application.” Proceedings 6th ASCCS Conference; Composite and Hybrid Structures, Vol. 1, Los Angeles, 22-24 March, 2000, pp. 427-434. [LCM(2)]
59. 2000 Nakahara Hioyuki and Sakino Kenji., “Practical analysis for high-strength CFT columns under eccentric compression.” Proceedings 6th ASCCS Conference; Composite and Hybrid Structures, Vol. 1, Los Angeles, 22-24 March, 2000, pp. 441-448. [SRM(21)]
60. 2000 Varma, A. H., “Seismic behaviour, analysis, and design of high strength square concrete filled steel tube (CFT) col.” PhD Thesis, Department of Civil Engineering, Lehigh University, Bethlehem, Pennsylvania, USA, November, 2000, . [SR(4)]
61. 2000 Wei Zhuobin and Han Linhai., “Research on the bearing capacity of early-strength concrete filled square steel tube.” Proceedings 6th ASCCS Conference; Composite and Hybrid Structures, Vol. 1, Los Angeles, 22-24 March, 2000, pp. 395-402. [LR(8) SR(20) LRM(21)]
62. 2000 Yamamoto, T., Kawaguchi, J., Morino, S., “Experimental study of scale effects on the compressive behavior of short concrete-filled steel tube columns.” Proceedings of the United Engineering Foundation Conference on Composite Construction in Steel and Concrete IV (AICE), Banff, Canada, 28 May - 2 June, 2000, pp. 879-891. [SC(26) SR(16)]
63. 2000 Zhang Sumei and Zhou Ming., “Stress-strain behavior of concrete-filled square steel tubes.” Proceedings 6th ASCCS Conference; Composite and Hybrid Structures, Vol. 1, Los Angeles, 22-24 March, 2000, pp. 403-410. [SR(36)]
64. 2001 Chung, J., Matsui, C. and Tsuda, K, “Simplified design formula of slender concrete-filled steel tubular beam-columns.” Structural Engineering and Mechanics, Vol 12, No 1,, , , 2001, pp. 71-84. [LR(6)]
65. 2002 Han, L-H & Yao, G-H, “Tests on stub columns of concrete-filled RHS sections.” Jol. Of Constructional Steelwork, Vol. 58, , , 2002, pp. 353-372. [SR(20) LR(4)]
66. 2003 Baochun, C. and Hiroshi, H., “Eccentricity ratio effect on the behavior of eccentrically loaded CFST columns.” Proceedings ASSCCA'03 International Conference Advances in Structures (ASCCS-7), Sydney, Australia, 22-25 June, 2003, pp. 973-978. [LCM(17+1)]
67. 2003 Gopal, S. R. and Manoharan, P. D., “Structural behavior of slender columns infilled with fibre reinforced concrete.” Proceedings ASSCCA'03 International Conference Advances in Structures (ASCCS-7), Sydney, Australia, 22-25 June, 2003, pp. 871-875. [LCM(16)]
68. 2003 Han, L-H & Yang, Y-F, “Analysis of thin-walled steel RHS columns filled with concrete under long-term sustained loads.” Thin-Walled Structures No 41 (Elsevier), , , 2003, pp. 849-870. [LR(4) LRS(4)]
69. 2003 Han, L-H & Yao, G-H., “Influence of concrete compaction on the strength of concrete-filled steel RHS columns.” Journal of Constructional Steel Research, Vol. 59, No. 6, , , 2003, pp. 751-767. [SC(12) LR(5) LRM(5)]