| Tài liệu tham khảo |
Loại |
Chi tiết |
| [1]. Gourley, B.C., et al., A sysốpsis of studies of the mosốtonic and cyclic behavior of concrete-filled steel tube members, connections, and frames. 2008, Newmark Structural Engineering Laboratory. University of Illisốis at Urbana- Champaign |
Sách, tạp chí |
| Tiêu đề: |
A sysốpsis of studies of the mosốtonic and cyclicbehavior of concrete-filled steel tube members, connections, and frames |
|
| [2]. Shanmugam, N.E. and B. Lakshmi, State of the art report on steel–concrete composite columns. Journal of Constructional Steel Research, 2001 |
Sách, tạp chí |
| Tiêu đề: |
State of the art report on steel–"concrete composite columns |
|
| [3]. Uy, B., Strength of short concrete filled high strength steel box columns. Journal of Constructional Steel Research, 2001. 57(2): p. 113-134 |
Sách, tạp chí |
| Tiêu đề: |
Strength of short concrete filled high strength steel box columns |
|
| [4]. Hajjar, J.F., Composite steel and concrete structural systems for seismic engineering. Journal of Constructional Steel Research, 2002. 58(5–8): p. 703- 723 |
Sách, tạp chí |
| Tiêu đề: |
Composite steel and concrete structural systems for seismicengineering |
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| [5]. Liu, D., Behaviour of high strength rectangular concrete-filled steel hollow section columns under eccentric loading. Thin-Walled Structures, 2004. 42(12):p. 1631-1644 |
Sách, tạp chí |
| Tiêu đề: |
Behaviour of high strength rectangular concrete-filled steel hollowsection columns under eccentric loading |
|
| [6]. Jun Kawaguchi, S.M., Toshikazu Sugimoto, Elasto-Plastic Behavior of Concrete-Filled Steel Tubular Frames. Composite Construction in Steel and Concrete III, Buckner, C.D. and Shahrooz, B. M. (eds.), Proceedings of the Engineering Foundation Conference, Irsee, Germany, June 9-14, 1996, American Society of Civil Engineers, New York, New York, 1996: p. 272-281 |
Sách, tạp chí |
| Tiêu đề: |
Elasto-Plastic Behavior ofConcrete-Filled Steel Tubular Frames |
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| [7]. Roeder, C.W., B. Cameron, and C.B. Brown, Composite Action in Concrete Filled Tubes. Journal of Structural Engineering, 1999. 125(5): p. 477-484 |
Sách, tạp chí |
| Tiêu đề: |
Composite Action in ConcreteFilled Tubes |
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Sách, tạp chí |
| Tiêu đề: |
COMPUTATION OF FAILURE LOADS OFCOMPOSITE COLUMNS |
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| [9]. Hunaiti, Y.M., Bond Strength in Battened Composite Columns. Journal of Structural Engineering, 1991. 117(3): p. 699-714 |
Sách, tạp chí |
| Tiêu đề: |
Bond Strength in Battened Composite Columns |
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| [10]. Virdi, K., Bond strength in concrete filled steel tubes. 1980: Int Assoc for Bridge & Structural Eng |
Sách, tạp chí |
| Tiêu đề: |
Bond strength in concrete filled steel tubes |
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| [11]. Mouli, M. and H. Khelafi, Strength of short composite rectangular hollow section columns filled with lightweight aggregate concrete. Engineering Structures, 2007. 29(8): p. 1791-1797 |
Sách, tạp chí |
| Tiêu đề: |
Strength of short composite rectangularhollow section columns filled with lightweight aggregate concrete |
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| [12]. Shakir-Khalil, H., Tests on Concrete-Filled Hollow Section Columns. Proceedings of the Third International Conference on Steel-Concrete Composite Structures, Wakabayashi, M. (ed.), Fukuoka, Japan, September 26- 29, 1991, Association for International Cooperation and Research in Steel- Concrete Composite Structures, 1991: p. 89-94 |
Sách, tạp chí |
| Tiêu đề: |
Tests on Concrete-Filled Hollow SectionColumns |
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