Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Li Buhui, Zhang Dachang, Bao Tao. ANALYSES OF STRUCTURAL TYPE SELECTION FOR THE LONG-SPAN ROOF OF A GYMNASIUM CONSIDERING HURRICANE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 121-126. doi: 10.13204/j.gyjz201211026
Citation: Li Buhui, Zhang Dachang, Bao Tao. ANALYSES OF STRUCTURAL TYPE SELECTION FOR THE LONG-SPAN ROOF OF A GYMNASIUM CONSIDERING HURRICANE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 121-126. doi: 10.13204/j.gyjz201211026

ANALYSES OF STRUCTURAL TYPE SELECTION FOR THE LONG-SPAN ROOF OF A GYMNASIUM CONSIDERING HURRICANE

doi: 10.13204/j.gyjz201211026
  • Rev Recd Date: 2012-05-20
  • Publish Date: 2012-11-20
  • Analyses of structural form selection of a gymnasium in the Philippines were carried out.The maximum wind speed for design is 215 km/h,the wind force is 17 level and it belongs to hurricane.Therefore,the designs of long-span roof become especially difficult.The lower natatorium roof was used to be the top roof's supports and stand.The top roof was a long-span space steel truss structure which had a span dimension of 130.0m31.0m.Considering the characteristics such as roof being large span and its overall structure being super-long,the plane pipe truss was used in top roof and the spatial triangle pipe truss structure was used in the lower roof and stands.Due to comparison and selection of different structure schemes,pipe truss structure,space truss structure set with pulling up and down prestressed cable,space truss structure with pulling up prestressed cable and self-balance steel-tube filled with concrete were selected.Analyses models were built and the nonlinear analyses were performed.Structural deflection,members dimension,structural materials,and construction difficulties were investigated,it was found that scheme 3 had a good economy and structural performance,which was suitable for long-span structures under hurricane.The research results can be referenced by designing other similar long-span structures.
  • [2] 邵志民,刘伟,于岩磊.某多层大跨度体育馆屋盖结构设计[J].低温建筑技术,2010.
    谢壮宁,倪振华,石碧青.大跨度屋盖结构的等效静风荷载[J].建筑结构学报,2007,28(1):113-118.
    [3] GB 500092006 建筑结构荷载规范[S].
    [4] GB 500112010 建筑抗震设计规范[S].
    [5] 傅学怡,杨想兵,高颖,等.济南奥体中心体育场结构设计[J].空间结构,2009,15(1):10-19.
    [6] GB 500172003 钢结构设计规范[S].
  • 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 (134) PDF downloads(61) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return