CN 11-2068/TU ISSN 1000-8993
| Citation: | Tong Gen-shu, Peng Guo-zhi. LOCAL BUCKLING OF I-SECTIONS IN COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 138-144,119. doi: 10.13204/j.gyjz201209030
|
|
GB 500172003 钢结构设计规范[S].
|
|
[2] Kroll W D，Fisher G P，Heimerl G J.Charts for the Calculation ofthe Critical Stress for Local Instability of Columns with I，Z，Channel，and Rectangular Tube Sections[J].NACA WartimeRep，1943.
|
|
[3] Bleich F.Buckling Strength of Metal Structures[M].McGraw-Hill，1952.
|
|
[4] 金阳，童根树.考虑翼缘约束的工字形截面腹板的弹性屈曲[J].浙江大学学报: 工学版，2009，43(10): 1883-1891.
|
|
[5] 童根树.钢结构的平面外稳定[M].北京: 中国建筑工业出版社，2007.
|
|
[6] Allen H G，Bulson P S.Background to Buckling[M].McGraw-Hill，1980.
|
|
[7] Seif M，Schafer B W.Local Buckling of Structural Steel Shapes[J].Journal of Constructional Steel Research，2010，66: 1232 －1247.
|
|
[8] Eurocode 3，Part 1-3 General rules Supplementary Rules forCold-Formed Members and Sheeting[S].BS EN 1993-1-3，2006.
|
|
[9] GB 500182002 冷弯薄壁型钢结构技术规范[S].
|
|
[10] Galambos T V.Guide to Stability Design Criteria for MetalStructures[M].5th Ed.John Wiley ＆ Sons，Inc.，1998
|
|
[11] 陈骥.钢结构稳定理论与设计[M].5 版.北京: 科学出版社，2011.
|
|
[12] 陈绍蕃.卷边槽钢的局部相关屈曲和畸变屈曲[J].建筑结构学报，2002，23(1): 27-31
|
Copyright © 《工业建筑》杂志社有限公司 京ICP备11033253号-1
Supported by:
Beijing Renhe Information Technology Co. Ltd
Login
Register
E-alert
DownLoad: