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大连市中心体育馆巨型网格弦支穹顶设计分析
引用本文:曹正罡,武岳,钱宏亮,沈世钊. 大连市中心体育馆巨型网格弦支穹顶设计分析[J]. 钢结构, 2011, 26(1): 37-42
作者姓名:曹正罡  武岳  钱宏亮  沈世钊
作者单位:曹正罡,Cao Zhenggang(哈尔滨工业大学土木工程学院,哈尔滨,150090;哈尔滨工业大学建筑设计研究院,哈尔滨,150090);武岳,钱宏亮,沈世钊,Wu Yue,Qian Hongliang,Shen Shizhao(哈尔滨工业大学土木工程学院,哈尔滨,150090)
摘    要:大连市中心体育馆屋盖选用巨型网格弦支穹顶结构,尚属国内较为新颖的结构体系.为此,利用ANSYS及SAP 2000软件开展结构体系的静力分析,采用非线性动力时程分析法和反应谱法开展抗震性能研究.并进行了风洞试验研究及风振响应分析,进一步开展全过程施工模拟.巨型网格弦支穹顶结构用钢量经济、承载力较高、抗震性能优越、抗连续性...

关 键 词:弦支穹顶  非线性  时程分析  反应谱  风振响应

DESIGN AND ANALYSIS OF GIANT GRID SUSPEND-DOME OF DALIAN CENTRE GYMNASIUM
Cao Zhenggang,Wu Yue,Qian Hongliang,Shen Shizhao. DESIGN AND ANALYSIS OF GIANT GRID SUSPEND-DOME OF DALIAN CENTRE GYMNASIUM[J]. Steel Construction, 2011, 26(1): 37-42
Authors:Cao Zhenggang  Wu Yue  Qian Hongliang  Shen Shizhao
Affiliation:Cao Zhenggang1,2 Wu Yue1 Qian Hongliang1 Shen Shizhao1(1.Department of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China,2.The Architectural Design and Research Institute of HIT,China)
Abstract:The structure of giant grid suspend-dome which is used in Dalian Centre Gymnasium is a kind of relatively new structural system at home.Therefore,this paper uses ANSYS and SAP 2000to carry out the static analysis for this structural system,and adopts nonlinear dynamic history analysis method and response spectrum method to study seismic behavior of the structure.Meanwhile the wind tunnel test and wind-induced dynamic response are conducted for this structure.In addition,the whole-course of the construction ...
Keywords:suspend-dome  nonlinear  history analysis  response spectrum  wind-induced dynamic response  
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