Citation: | Guo Yanlin, Zhang Enuo. LOAD-CARRYING CAPACITY OF LIPPED H-SECTION MEMBERS UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 7-14. doi: 10.13204/j.gyjz200909002 |
郭彦林,张婀娜.卷边翼缘工形截面构件的局部稳定性能[J].工业建筑,2009,39(9):1-6.
|
[2] GB 500172003钢结构设计规范[S].
|
[3] GB 500182002冷弯薄壁型钢结构设计规范[S].
|
[4] CECS 102∶2002门式刚架轻型房屋钢结构技术规程[S].
|
[5] Ghersi A,Landolfo R,Mazzolani F M.Design of Metallic Cold-Formed Thin-Walled Members[M].Spon Press,2002.
|
[6] Ben Young.Design of Channel Columns with Inclined Edge Stiffeners[J].Journal of Constructional Steel Research,2004:183-197.
|
[7] Bleich.Buckling Strength of Metal Structures[M].Mc Graw-Hill,1951.
|
[8] 陈绍蕃.钢结构稳定设计指南[M].北京:中国建筑工业出版社,2004.
|
[9] 王国周,瞿履谦.钢结构原理与设计[M].北京:清华大学出版社,1993.
|
[10] 张婀娜.卷边工形构件的稳定性能及设计方法研究[D].北京:清华大学土木工程系,2006.
|