Citation: | Wang Zhibin, Tao Zhong, . EFFECT OF INITIAL IMPERFECTION ON MECHANICAL PROPERTY OF STUB COLUMNS OF SQUARE CONCRETE-FILLED THIN-WALLED STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 19-22. doi: 10.13204/j.gyjz200611005 |
[2] 陶忠,于清.新型组合结构柱--试验、理论与方法.北京:科学出版社,2006
|
韩林海.钢管混凝土结构--理论与实践.北京:科学出版社,2004
|
[3] 刘威.钢管混凝土局部受压时的工作机理研究:[博士学位论文].福州:福州大学,2005
|
[4] Gardner J,Nethercot D A.Numercial Modeling of Strainless Steel Structural Components--A Consistent Approach.Journal of Structural Engineering,ASCE,2004,130(10):1 581-1 601
|
[5] Teng J G,Lin X,Rotter J M,et al.Analysis of Geometric Imperfection in Full-Scale Welded Steel Silos.Engineering Structures,2005,27(7):938-950
|
[6] 曹宝珠.薄壁钢-混凝土组合构件静力性能研究:[博士学位论文].哈尔滨:哈尔滨工业大学,2004
|
[7] Wright H D.Local Stability of Filled and Encased Steel Section.Journal of Structural Engineering,1995,121(10):1 382-1 388
|
[8] Uy B.Local and Post-Local Buckling of Concrete Filled Steel Welded Box Columns.Journal of Constructional Steel Research,1998,47 (1-2):47-72
|