SONG Bo， WANG Lian-guang， WANG Chun-gang. Experimental Investigation on Channel Columns with Complex Edge Stiffeners and Cap Shaped Stiffeners Under Eccentric Compression[J]. Journal of Northeastern University Natural Science, 2018, 39(2): 272-277.
[1]Yu W W.Cold-formed steel design ［M］.3rd ed.New York:John Wiley and Sons，2000:1-15. [2]Narayanan S，Mahendran M.Ultimate capacity of innovative cold-formed steel columns［J］. Journal of Constructional Steel Research，2003，59(4):489-508. [3]Kwon Y B，Kim B S，Hancock G J.Compression tests of high strength cold-formed steel channels with buckling interaction［J］. Journal of Constructional Steel Research，2009，65(2):278-289. [4]Young B，Yan J.Design of cold-formed steel channel columns with complex edge stiffeners by direct strength method［J］.Journal of Structural Engineering，2004，130(11):1756-1763. [5]Yan J T，Young B.Numerical investigation of channel columns with complex stiffeners—part I:test verification［J］.Thin-Walled Structures，2004，42(6):883-893. [6]Schafer B W，Sarawit A，Pekoz T.Complex edge stiffeners for thin-walled members［J］.Journal of Structural Engineering，2006，132(2):212-226. [7]金属材料 拉伸试验 第1部分:室温试验方法:GB/T228.1—2010［S］.北京:中国标准出版社，2011.(Metallic materials—tensile testing at ambient temperature:GB/T228.1—2010 ［S］.Beijing:Standards Press of China，2011.) [8]Zhang Y C，Wang C G，Zhang Z N.Tests and finite element analysis of pin-ended channel columns with inclined simple edge stiffeners［J］.Journal of Constructional Steel Research，2007，63(3):383-395. [9]Rasmussen K J R.Design of slender angle section beam-columns by the direct strength method［J］. Journal of Structural Engineering，2006，132(2):204-211. [10]王春刚，张壮南，张耀春.中间加劲复杂卷边槽钢轴心受压构件承载力试验研究［J］.工程力学，2013，30(1):221-228，254.(Wang Chun-gang，Zhang Zhuang-nan，Zhang Yao-chun.Experimental investigation on channel columns with complex edge stiffeners and intermediate stiffeners under axial compression［J］.Engineering Mechanics，2013，30(1):221-228，254.)
