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Volume 36 Issue 9
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2006  >  36(9): 84-86
Hu Xiaobo. STUDY ON MODIFICATION OF DEFORMED STEEL FIBER REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 62-67.
Citation: Cheng Rong, Wang Zhihao. THE LOADING CAPACITY AND PRODUCING METHOD ANALYSIS OF COMPOSITE REINFORCED SCFT COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 84-86.
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THE LOADING CAPACITY AND PRODUCING METHOD ANALYSIS OF COMPOSITE REINFORCED SCFT COLUMN

  • 1.

    Department of Civil Engineering,Tsinghua University Beijing 100084

  • Received Date: 2006-06-20
  • Publish Date: 2006-09-20
    Abstract
  • To overcome the weakness in restriction of SCFT compared to common CFT, it is presented a composite reinforced SCFT column, which improves the buckling strength of the steel wall and the restriction to concrete by reinforcing ribs. Because of the strait construction space, full_seal between ribs and tube is difficult. It is also proposed a new method of / point seal0 , the modal of buckling is analyzed and the number or space of seal points is given.
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  • [2] Han L H, Tao Z, Huang H, et al. Concrete-Filled Double Skin (SHS Outer and CHS Inner ) Steel Tubular Beam-Columns. Thin-Walled Structures, 2004, 42(9) : 1329-1355
    韩林海. 钢管混凝土结构. 北京: 科学出版社, 2000
    [3] 张正国 . 方钢管混凝土轴压短柱在短期一次静载下的基本性能研究. 郑州工学院学报, 1985(2) : 19-32
    [4] Rudolph Szilard. Theory and Analysis of Plates, Classical and Numerical Methods. [S. L.] : Prentice-Hall Inc, 1974
    [5] 何保康, 杨晓冰, 周天华. 矩形钢管混凝土轴压柱局部屈曲性能的解析分析. 西安建筑科技大学学报, 2002(9) : 210-213
    [6] Brain Uy. Strength of Concrete Filled Steel Box Columns Incorporating Local Buckling. ASCE J. of Structural Engineering, 2000(3) : 341-352
    [7] 陈. 钢结构稳定理论与设计. 北京: 科学出版社, 2001
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