Stress and Buckling Analysis of Cold-formed Zed-purlins Partially Restrained by Steel Sheeting

Stress and Buckling Analysis of Cold-formed Zed-purlins Partially Restrained by Steel Sheeting

下载PDF

导出

作者 Zhi-ming Ye

出处《结构工程师》 2003年第z1期90-93,共4页 Structural Engineers

参考文献9

1[1]Davies J M. Recent research advances in cold-formed steel structures, Journal of Constructional Steel Research, 2000; 55,267-288.
2[2]Leach P, Robinson P. The behavior of purlins subject to wind uplift, The Structural Engineer, 1993; 71(14): 250-252.
3[3]Hancock G. The behavior and design of cold-formed purlins, Steel Construction, 1997; 15(3): 2-16.
4[4]Davies J M, Leach P. First-order generalised beam theory, J. Constructural Steel Research, 1994; 31: 187-220.
5[5]Schafer B. Elastic buckling analysis of thin-walled members using the classical finite strip method, CUFSM Version 2,Johns Hopkins University, 2001.
6[6]British Standards Institution. BS5950, Structural use of steel in building, Part 5. Code of practice for design of cold formed sections. BCI, 1987.
7[7]Bradford M A. Strength of compact steel beams with partial restraint. Journal of Constructional Steel Research, 2000; 53,No.2, 183-200.
8[8]EuroCode 3. Design of Steel Structures, Part 1.3: General rules for cold formed thin gauge members and sheeting. British Standards Institution, 1996.
9[9]Zhiming Ye, Roger Kettle, Longyuan Li & Benjamin W. Schafer, Buckling behavior of cold-formed zed-purlins partially restrained by steel sheeting, Thin-walled Structures. 2002, 40, 853-864.

结构工程师

2003年第z1期

内容加载中请稍等...