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Volume 40 Issue 8
Dec.  2014
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Wang Xiaodun, Liu Zhansheng, Chen Kun. STUDY ON THE CONSTRUCTION OF CABLE SUPPORTED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 35-41. doi: 10.13204/j.gyjz201008009
Citation: Wang Xiaodun, Liu Zhansheng, Chen Kun. STUDY ON THE CONSTRUCTION OF CABLE SUPPORTED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 35-41. doi: 10.13204/j.gyjz201008009

STUDY ON THE CONSTRUCTION OF CABLE SUPPORTED STRUCTURE

doi: 10.13204/j.gyjz201008009
  • Received Date: 2010-03-10
  • Publish Date: 2010-08-20
  • Cable supported structure systems are applied more and more in significant public buildings,but there is less systematic study on the aspects of construction method at home and abroad at present. This paper analyzes and summarized the construction technologies of cable supported plane structure,decomposable spatial cable supported structure and indecomposable cable supported spatial structure respectively,as well as further explores the hoisting method of steel structure,cable tension method and other construction technology,puts forward the problems needing attention and those to be studied in the field of construction technology for different kinds of structures.
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  • 陆赐麟,尹思明,刘锡良. 现代预应力钢结构[M]. 北京: 人民交通出版社,2003.
    [2] 秦杰,王泽强,张然,等. 2008 奥运会羽毛球馆预应力施工监测研究[J]. 建筑结构学报,2007,28(6) : 83-91.
    [3] Mamoru Kawaguchi,Masaru Abe,Ikuo Tatemichi. Design,Tests and Realization of SuspendomeSystem [J]. Journal of the IASS,1990,40(3) : 179-192.
    [4] Chen Zhihua, Li Yang. Parameter Analysis on Stability of a Suspendome[J]. International Journal of Space Structure,2005,20(2) : 115-124.
    [5] 张爱林,王冬梅,刘学春,等. 2008 奥运羽毛球馆弦支穹顶结构模型动力特性试验及理论分析[J]. 建筑结构学报,2007,28(6) : 68-75.
    [6] 黄明鑫. 大型张弦梁结构的设计与施工[M]. 济南:山东科学技术出版社,2005.
    [7] 王泽强,秦杰,李开国. 山西寺河矿体育馆预应力钢结构施工技术[J]. 施工技术,2008,37(3) : 23-25.
    [8] 张开臣,许曙东,王泽强,等. 南山集团会议中心预应力张弦结构施工技术[J]. 施工技术,2008,37(4) : 48-50.
    [9] 陈荣毅,董石麟,吴欣之. 大跨度预应力张弦桁架的吊装[J]. 空间结构,2003,9(4) : 60-63.
    [10] 陈荣毅,董石麟,吴欣之. 大跨度预应力张弦桁架的滑移施工[J]. 空间结构,2004,10(2) :40-43.
    [11] 秦杰,徐瑞龙,覃阳. 国家体育馆双向张弦结构预应力施工模型试验研究[J]. 工业建筑,2007,37(1) :16-20.
    [12] 周黎光,仝为民,杜彦凯,等. 中国石油大厦双向张弦梁工程预应力施工技术[J]. 施工技术,2008,37(3) : 8-11.
    [13] 秦杰,沈世钊. 预应力索拱结构施工技术与试验研究[J]. 工业建筑,2006,36(5) : 91-94.
    [14] 张国军,葛家琪,秦杰,等. 2008 奥运会羽毛球馆弦支穹顶预应力张拉模拟施工过程分析研究[J]. 建筑结构学报,2008,28(6) : 31-38.
    [15] 张国发. 弦支穹顶结构施工控制理论分析与试验研究[D].杭州:浙江大学,2009.
    [16] 王永泉,郭正兴,罗斌. 大跨度椭球形弦支穹顶预应力张拉成形方法对比分析[J]. 建筑结构学报,2007,28 (6) : 39 -44.
    [17] 熊谷知彦. 滑動型ケーブル接合部がサスペン? ドーム構造の力学性状に与える影響[J]. 建築雑誌,2006,74.
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