Mechanical behavior of concrete filled double skin tubular circular deep beams

Thin-Walled Structures - Tập 49 - Trang 256-263 - 2011
Kojiro Uenaka1, Hiroaki Kitoh2
1Department of Civil Engineering, Kobe City College of Technology, Gakuenhigashimachi 8-3, Nishi, Kobe 6512194, Japan
2Department of Urban Engineering, Osaka City University, Sugimoto 3-3-138, Sumiyoshi, Osaka 5588585, Japan

Tài liệu tham khảo

Architectural Institute of Japan. Standard for structural calculation of steel reinforced concrete structures 2002. (in Japanese). Wei, 1995, Performance of New Sandwich Tube under axial loading: experiment, Journal of Structural Engineering, American Society of Civil Engineering, 121, 1806, 10.1061/(ASCE)0733-9445(1995)121:12(1806) Wei, 1995, Performance of New Sandwich Tube under axial loading: analysis, Journal of Structural Engineering, American Society of Civil Engineering, 121, 1815, 10.1061/(ASCE)0733-9445(1995)121:12(1815) Zhao, 2002, Strength and ductility of concrete filled double skin (SHS inner and SHS outer) tubes, Thin-Walled Structures, 40, 199, 10.1016/S0263-8231(01)00060-X Zhao, 2002, Tests of concrete-filled double skin CHS composite stub columns, Steel & Composite Structures, 2, 129, 10.12989/scs.2002.2.2.129 Tao, 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, 1129, 10.1016/j.jcsr.2003.11.008 Han, 2009, Analytical behaviour of concrete-filled double skin tubular (CFDST) beam-columns under cyclic loading, Thin-Walled Structures, 47, 241 Zhao, 2006, Double skin composite construction, Progress in Structural Engineering and Materials, 8, 93, 10.1002/pse.216 Uenaka, 2010, Concrete filled double circular stub columns under compression, Thin-Walled Structures, Elsevier, 48, 19, 10.1016/j.tws.2009.08.001 Uenaka, 2008, Concrete filled double skin tubular members subjected to bending, Steel & Composite Structures, Techno-Press, 8, 297, 10.12989/scs.2008.8.4.297 Uenaka K, Kitoh H. Bending-shear behavior of deep concrete filled double steel tubular beam. In: Proceedings of the sixth international conference on advances in steel structures. Hong Kong Institute of Steel Construction, 1; 2009. p. 498–505. Uenaka, 2008, Experimental study on concrete filled double steel tubular beam under bending and shear, In: Proceedings of the Japan Concrete Institute, 30, 1321 Niwa, J. Design equations for ultimate shearing strength of deep RC beams based on FEM analysis. In: Proceedings of the second colloquium on analytical problems of shearing mechanics of RC structure. Japan Concrete Institute; 1983. p. 119–28 (in Japanese). Japanese Society of Civil Engineers . Standard specifications for concrete structures, design 2007. (in Japanese).