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Volume 40 Issue 8
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2010  >  40(8): 1-5,26
Cao Xiujuan, Liu Kaifu, Xie Xinyu, Liu Yilin. MEASUREMENTS AGAINST SOIL-SQUEEZING DURING PILE-DIVING IN THICK SOFT SOIL AND FIELD MONITORING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 55-57. doi: 10.13204/j.gyjz200406018
Citation: Chen Zhihua, Rong Bin, Sun Guojun. STRUCTURAL CONCEPT AND CLASSIFICATION OF CABLE SUPPORTED STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 1-5,26. doi: 10.13204/j.gyjz201008001
shu

STRUCTURAL CONCEPT AND CLASSIFICATION OF CABLE SUPPORTED STRUCTURES

doi: 10.13204/j.gyjz201008001
  • 1.

    School of Civil Engineering,Tianjin University,Tianjin 300072,China

  • Received Date: 2010-03-10
  • Publish Date: 2010-08-20
    Abstract
  • Cable supported structureis a clear definition for both structural members and features. Cable means the arched tension cables and supporteddenotes the effect of compression struts, while structure represents the upper layer in the whole structure. Based on introduction of structural concept, cable supported structures are defined as cable supported plane structure, separate cable supported spatial structure and inseparate cable supported spatial structure. Four new types of cable supported structures which are cable supported space trusses structure, cable supported concrete roof structure, cable supported barrel vault structure and cable supported arch-dome structure are presented in this paper. According to research work in this field of cable supported structure, three kinds of classifications which can be compatible to all research outcomes are proposed. The definition of cable supported structure is also recommended in this paper. Using this classification, cable supported structure can be defined as a clear integrity and can be applied in study, development and practice conveniently.
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  • Mamoru Kawaguchi，Masaru Abe，Tatsuo Hatato，et al. On a Structural SystemSuspen-DomeSystem [C]/ /Proc. of IASS Symposium. Istanbul: 1993: 523-530.
    [2] Masao Saitoh. Hybrid Form-Resistance Structure [C]/ / Shell，Membrane and Space Frames Proc. of IASS Symposium. Osaka:1986: 257-264.
    [3] Masao Saitoh. Role of String-Aesthetics and Technology of the Beam String Structures [C]/ /Proc. of the LSA 98 Conference Light Structures in Architecture Engineering and Construction.1998: 692-701.
    [4] Mamoru Kawaguchi，Masaru Abe，Tatsuo Hatato，et al. Structural Tests on the Suspen-Dome System [C]/ /Proc. of IASS Symposium. Atlanta: 1994: 384-392.
    [5] Mamoru Kawaguchi，Masaru Abe，Ikuo Tatemichi. Design，Tests and Realization of Suspen-DomeSystem[J]. Journal of the IAAS，1999，40(131) : 179-192.
    [6] Ikuo Tatemichi， Tatsuo Hatato， Yoshimichi Anma， et al.Vibration Tests on a Full-size Suspen-dome Structure [J].International Journal of Space Structures， 1997， 12 (31) :143-161.
    [7] 刘锡良，白正仙. 张弦梁结构受力性能的分析[J]. 钢结构，1998，13 (4) : 4-8.
    [8] 白正仙，刘锡良，李义生. 新型空间结构形式张弦梁结构[J]. 空间结构，2001，7 (2) :33-38.
    [9] 陈志华，冯振昌，秦亚丽，等. 弦支穹顶静力性能的理论分析及实物加载试验[J]. 天津大学学报，2006，39(8) :944-950.
    [10] 汪大绥，张富林，高承勇，等. 上海浦东国际机场航站楼钢结构研究与设计[J]. 建筑结构学报，1999 ，20 (2) :2-8.
    [11] 王洪军，张其林，倪国春，等. 吉林省速滑馆悬索-拱屋盖结构施工过程分析[J]. 工业建筑，2006 ，36 ( 增刊) :149-159.
    [12] 刘开国. 大跨度张弦梁式结构的分析[J]. 空间结构，2001(6) : 39-43.
    [13] 陈志华，秦亚丽，赵建波，等. 刚性杆弦支穹顶实物加载试验研究[J]. 土木工程学报，2006(9) :47-53.
    [14] 陈荣毅，董石麟. 大跨度预应力张弦钢管桁架的设计[J]. 工业建筑，2002，32 (增刊) : 379-383.
    [15] 吴耀华，张煜，贾凤苏，等. 济南遥墙国际机场航站楼钢结构设计[J]. 工业建筑，2004，34 (增刊) :188-192.
    [16] 杨治，关富玲，程媛. 杭州黄龙体育中心网球馆张弦屋面设计[J]. 钢结构，2005，20 (4) :46-48.
    [17] 陈志华，张立平，李阳，等. 弦支穹顶结构实物动力特性研究[J]. 工程力学，2007，24(3) :131-137.
    [18] 焦瑜，宋剑波，周晓峰，等. 某张弦梁屋盖结构的设计与施工[J]. 空间结构，2005，11 (3) :61-64.
    [19] 刘艳军，杨应华. 某张弦梁屋盖结构的方案设计[J]. 工业建筑，2006，36 (增刊) : 847-853.
    [20] 王秀丽，陈志祥. 新型预应力加强型钢拱梁及其改进结构的性能研究[J]. 空间结构，2007，13 (1) :32-36.
    [21] Kang Wenjiang， Chen Zhihua， Lam Heung-Fai Zuo， et al.Analysis and Design of the General and Outmost-Ring Stiffened Suspend-Dome Structures[J]. Engineering Structure，2003，25(13) :1685-1695.
    [22] 李欣，武岳. 索撑网壳一种新型空间结构形式[J]. 空间结构，2007，13(21) : 17-21.
    [23] 刘佳，张毅刚，李永梅. 大跨度索承网壳结构分层张拉成形试验研究[J]. 工业建筑，2005，35(7) : 86-89.
    [24] 徐国彬，崔玲. 新式索托结构[J]. 空间结构，2000，6 (1) :27-33.
    [25] 张毅刚. 张弦结构的十年(一)张弦结构的概念及平面张弦结构的发展[J]. 工业建筑，2009，39(10) : 105-111.
    [26] 张毅刚. 张弦结构的十年(二)双向张弦结构和空间张弦结构的应用和发展[J]. 工业建筑，2009，39(11) : 93-99.
    [27] 王永泉，郭正兴，罗斌，等. 常州体育馆大跨度椭球形弦支穹顶预应力拉索施工[J]. 施工技术，2008，37(3) : 33-36.
    [28] 张爱林，葛家琪，刘学春. 2008 奥运会羽毛球馆大跨度新型弦支穹顶结构体系的优化设计选定[J]. 建筑结构学报，2007，28(6) : 1-9.
    [29] 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.
    [30] 陈志华. 弦支穹顶结构[M]. 北京:科学出版社，2010.
    [31] Chen Zhihua，Liu Hongbo. Design Optimization and Structural Property Study on Suspendome with Stacked Arch in Chiping Gymnasium[C]/ /Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2009. Valencia:2009: 1391-1398.
    [32] 李志强，张志宏，袁行飞，等. 济南奥体中心弦支穹顶结构施工张拉分析[J]. 空间结构，2008(4) :14-20
    [33] 陈志华，闫翔宇，刘红波，等. 茌平体育馆的大跨度弦支穹顶叠合拱复合结构体系[J]. 建筑结构，2009，14(3) :59-64.
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