Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 38 Issue 6
Dec.  2014
Turn off MathJax
Article Contents
Kong Dandan, Ding Haomin, He Zhijun. STATIC AND CONSTRUCTION PROCESS OPTIMIZATION ANALYSIS OF CABLE-STRUT-SUPPORTED SHELL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 86-91. doi: 10.13204/j.gyjz200806023
Citation: Kong Dandan, Ding Haomin, He Zhijun. STATIC AND CONSTRUCTION PROCESS OPTIMIZATION ANALYSIS OF CABLE-STRUT-SUPPORTED SHELL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 86-91. doi: 10.13204/j.gyjz200806023

STATIC AND CONSTRUCTION PROCESS OPTIMIZATION ANALYSIS OF CABLE-STRUT-SUPPORTED SHELL STRUCTURE

doi: 10.13204/j.gyjz200806023
  • Received Date: 2007-05-15
  • Publish Date: 2008-06-20
  • Based on the analysis of the static property of rigid shell of Anhui University Gymnasium,and from the working mechanism of beam string structure,the composition of cable-strut-supported shell structure is discussed and the characters of cable-strut-supported shell structure are analyzed.Inverse analysis method of construction process is extended on the ground of the definite status of structures.The optimization analysis of construction process of the cable-strut-supported shell structure is carried out with the inverse analysis method.Analysis result shows that whole cable-strut-supported shell structure is much better than partial structure.For the structures with large prestress,prestress should be applied by multiple steps,and the quantity of every step should be lowered to minimize the inner force and deformation,and to lower the difficulty of construction.The construction process should be finished slowly.
  • loading
  • [2] 陈志华,秦亚丽,史杰. 弦支穹顶结构体系的分类及结构特性分析[J].建筑结构,2006,(zk).
    Mamoru Kawaguchi,Masaru Abe. Structural Tests on the 'Suspendome' System[A].1994.383-392.
    [3] 张爱林,刘学春,张晓峰. 2008年奥运会羽毛球馆预应力张弦穹顶结构整体稳定分析[J].建筑结构,2006,(zk).
    [4] 孔丹丹. 张弦空间结构的理论分析与工程应用[D].上海:同济大学,2007.
    [5] 罗尧治,沈雁彬. 索穹顶结构初始状态确定与成形过程分析[J].浙江大学学报(工学版),2004,(10):1321-1328.doi: 10.3785/j.issn.1008-973X.2004.10.017.
    [6] 沈祖炎,张立新. 基于非线性有限元的索穹顶施工模拟分析[J].计算力学学报,2002,(04):466-471.doi: 10.3969/j.issn.1007-4708.2002.04.017.
    [7] 李永梅,张毅刚,杨庆山. 索承网壳结构施工张拉索力的确定[J].建筑结构学报,2004,(04):76-80.doi: 10.3321/j.issn:1000-6869.2004.04.012.
    [8] 袁行飞,董石麟. 索穹顶结构施工控制反分析[J].建筑结构学报,2001,(02):75-80.doi: 10.3321/j.issn:1000-6869.2001.02.014.
    [9] 沈忠贤. 大跨度预应力钢屋盖体系设计、施工全过程分析[D].上海:同济大学,2003.
    [10] 张明山. 弦支穹顶结构的理论研究[D].杭州:浙江大学,2004.
    [11] 杜国华,姜林. 斜拉桥的合理索力及其施工张拉力[J].中国公路学报,1998,(02).
    [12] 陈德伟. 预应力混凝土斜拉桥施工控制新进展[J].同济大学学报,2001,(01).doi: 10.3321/j.issn:0253-374X.2001.01.021.
    [13] 马建中. 非线性理想倒退分析方法及其计算机模拟[J].山西交通科技,2002,(04).
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (94) PDF downloads(85) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return