Citation: | Wu Sheng, Zhang Sumei. BEHAVIOR RESEARCH OF TWO NEW KINDS OF COLD-FORMED FLANGE-CLOSED SECTION BEND MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 88-93. doi: 10.13204/j.gyjz200705022 |
[2] Heldt T J,Mahendran M.Buckling Analysis of Hollow Flange Beams.Research Report No.92-8.Brisbane,Australia:Physical Infrastructure Centre,QUT,1992
|
Dempsey R I.Structural Behavior and Design of Hollow Flange Beams∥Proceedings of the Second National Structural Engineering Conference.Institution of Engineers Australia,Australia:1990:35-327
|
[3] Dunai I,Horvath L.Ultimate Load Analysis of Beams with Hollow Flanges∥Proceedings of the International Conference on Stability of Steel Structures.USA:1990:92-387
|
[4] SA.AS4100-1990 Steel Structures.Standards Australia.Sydney,Australia:1990
|
[5] Pi Y-L,Trahair N S.Lateral-Distortional Buckling of Hollow Flange Beams.Journal of Structural Engineering,ASCE,1997,123(6):695-702
|
[6] Avery P,Mahendran M.Flexural Capacity of Hollow Flange Beams.Journal of Constructional Steel Research,2000,53:201-223
|
[7] Chou S M,Chai G B,Ling L.Finite Element Technique for Design of Stub Columns.Thin-Walled Structures,2000,37:97-112
|
[8] 陈绍蕃.钢结构设计原理.第二版.北京:科学出版社,1998:286-287
|
[9] 丁成章.低层轻钢骨架住宅设计--工程计算.北京:机械工业出版社,2003
|
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