吉林大学学报(工学版) ›› 2015, Vol. 45 ›› Issue (3): 788-796.doi: 10.13229/j.cnki.jdxbgxb201503016
Previous Articles Next Articles
WANG Chun-gang, ZHANG Zhuang-nan, ZHAO Da-qian, CAO Yu-fei
CLC Number:
| [1] Narayanan S, Mahendran M. Ultimate capacity of innovative cold-formed steel columns[J]. Journal of Constructional Steel Research, 2003, 59 (4): 489-508. [2] Moen C D, Schafer B W. Experiments on cold-formed steel columns with holes[J]. Thin-Walled Structures, 2008, 46(10): 1164-1182. [3] Moen C D, Schafer B W. Direct strength method for design of cold-formed steel columns with holes[J]. Journal of Structural Engineering, 2010, 137(5): 559-570. [4] 姚永红, 武振宇, 成博, 等. 开孔冷弯薄壁卷边槽钢柱轴压性能的试验研究[J]. 华南理工大学学报: 自然科学版, 2011, 39(9): 61-67. Yao Yong-hong, Wu Zhen-yu, Cheng Bo, et al. Experimental investigation into axial compressive behavior of cold-formed thin-walled steel columns with lipped channel and openings[J]. Journal of South China University of Technology(Natural Science Edition), 2011,39(9): 61-67. [5] Yang D, Hancock G J. Compression tests of high strength steel channel columns with interaction between local and distortional buckling[J]. Journal of Structural Engineering, 2004, 130(12): 1954-1963. [6] 姚行友,李元齐,沈祖炎. 高强冷弯薄壁型钢卷边槽形截面轴压构件畸变屈曲性能研究[J]. 建筑结构学报, 2010, 31(11): 1-9. Yao Xing-you, Li Yuan-qi, Shen Zu-yan. Distortional buckling behavior of high-strength cold-formed thin-walled steel lipped channel columns under axial compression[J]. Journal of Building Structures, 2010, 31(11): 1-9. [7] Galambos T V. Guide to Stability Design Criteria for Metal Structures[M]. 5th ed. New York: John Wiley and Sons, 1998. [8] 王春刚. 单轴对称冷弯薄壁型钢受压构件稳定性能分析与试验研究[D]. 哈尔滨: 哈尔滨工业大学土木工程学院, 2007. Wang Chun-gang. Stability behavior analysis and experimental study on singly-symmetric cold-formed thin-walled steel members under compression loading[D]. Harbin: College of Civil Engineering,Harbin Institute of Technology, 2007. [9] Kwon Y B, Hancock G J. Tests of cold-formed channels with local and distortional buckling[J]. Journal of Structural Engineering, 1992, 117(7): 1786-1803. [10] Mulligan G P. The influence of local buckling on the structural behavior of singly-symmetric cold-formed steel columns[R]. Report No.83-1. Ithaca: Cornell University, 1983. [11] 王春刚,张壮南,张耀春. 中间加筋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. [12] Zhang Yao-chun, Wang Chun-gang, Zhang Zhuang-nan. 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. [13] 库克R D.有限元分析的概念和应用[M]. 程耿东译.北京:科学出版社,1989. [14] Dubina D, Ungureany V. Effect of imperfections on numerical simulation of instability behaviour of cold-formed steel members[J]. Thin-Walled Structures, 2002, 40(3): 239-262. [15] 马平. 新型截面冷弯薄壁型钢轴心受压构件稳定性能研究[D]. 沈阳: 沈阳建筑大学土木工程学院, 2012. Ma Ping. The stability behavior of cold-formed thin-walled steel members with new cross sections under compression loading[D]. Shenyang: College of Civil Engineering,Shenyang Jianzhu University, 2012. |
|
||