[1]
Dj.M. Maric, P.F. Meier and S.K. Estreicher: Mater. Sci. Forum Vol. 83-87 (1992), p.119.
Google Scholar
[1]
Hong Huang, Lin-hai Han, Zhong Tao. Square Concrete Filled Double Skin Steel Tubes Column Hysteretic Behavior Study [J]. Journal of Building Structure, 27(2), 2006: 64-74.
Google Scholar
[2]
Shakir-Khalil. H. Composite Columns of Double-Skined Shells. Construc. Steel Research,1991, 19:133-152.
DOI: 10.1016/0143-974x(91)90038-3
Google Scholar
[3]
Wei S, Mau S T, Vipulanandan C, et al1Performance of New Sandwich Tube under Axial Loading: Experiment. Journal of Structural Engineering, 1995, 121(12): 1 806-1 814.
DOI: 10.1061/(asce)0733-9445(1995)121:12(1806)
Google Scholar
[4]
Zhong Tao, Lin-hai Han, Hong Huang. The Square Concrete Filled Double Skin Steel Tubes Eccentric Compression Column Mechanical Properties Research [J]. Journal of Civil Engineering, 36(2), 2003: 33-40.
Google Scholar
[5]
Lian-lian Li, Jun-hai Zhao, Chang-guang Zhang, Hong-bo Feng. Analysis of Bearing Capacity and Influence Factors of Square Concrete Filled Double Skin Steel Tubes Column [J]. Scientific Research in Sichuan Building, 34(6), 2008: 46-48.
Google Scholar
[6]
Uenaka K, Kitoh H, Sonoda K. Concrete filled double skin circular stub columns under compression[J]. Thin-Walled Structures, 2010, 48: 19-24.
DOI: 10.1016/j.tws.2009.08.001
Google Scholar
[7]
Xue-jia Chen, Meng-cheng Chen, Cheng Huang. Study of Circular Concrete Filled Double Skin Steel Tubes Compression Flexure Member Hysteretic Model [J]. Railway Construction, 2011: 141-144.
Google Scholar