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弦支穹顶结构的模型设计与试验研究
引用本文:郭佳民,董石麟,袁行飞.弦支穹顶结构的模型设计与试验研究[J].工程力学,2011(7):157-164.
作者姓名:郭佳民  董石麟  袁行飞
作者单位:上海海事大学海洋环境与工程学院;浙江大学空间结构研究中心;
基金项目:国家自然科学基金重点项目(50638050); 浙江省自然科学基金项目(Y1091175); 上海高校选拔培养优秀青年教师科研专项基金项目
摘    要:弦支穹顶结构由上部单层网壳和下部索杆系统组成。为进一步了解弦支穹顶结构的力学性能与施工张拉过程,以一跨度为122m的实际工程,制作了8∶122的缩尺模型。在模型的制作过程中,首先利用相似原理进行了各参数相似比的确定,然后进行了上部网壳、下部索杆和连接节点的设计与制作,同时针对试验内容与模型特点进行了应力与位移测点的布置...

关 键 词:弦支穹顶  缩尺模型  相似比  预应力  索杆

MODEL DESIGNING AND EXPERIMENTAL RESEARCH OF SUSPEN-DOME STRUCTURE
GUO Jia-min,DONG Shi-lin,YUAN Xing-fei.MODEL DESIGNING AND EXPERIMENTAL RESEARCH OF SUSPEN-DOME STRUCTURE[J].Engineering Mechanics,2011(7):157-164.
Authors:GUO Jia-min  DONG Shi-lin  YUAN Xing-fei
Affiliation:GUO Jia-min1,DONG Shi-lin2,YUAN Xing-fei2(1.College of Ocean Environment and Engineering,Shanghai Maritime University,Shanghai 200135,China,2.Space Structures Research Center,Zhejiang University,Hangzhou,Zhejing 310027,China)
Abstract:A suspen-dome includes a single-layer dome and a bottom tensegrity system.To further understand the structural mechanical properties and construction process,a 8∶122 reduced scale suspen-dome model according to the actual structure with 122m span was made.During making the model,a similar ratio of each parameter was firstly determined in according to the similar principle,Then,the upper single-layer dome,the bottom tensegrity system and nodes were designed and made,at the same time the stress and displacement measuring points were arranged according to experimental contents and model characteristics.Last,a full span load and a half span load were loaded on model,a 80kg load was loaded on each model node by 5 times during experiment.Results shows that the theoretic and experimental data are basely available.Error is larger in measuring point whose measured value is relatively small and whose anti-interference ability is weak.Internal forces and displacements are basicly linear during a loading and unloading process.What the paper studied can be referenced for other structural design.
Keywords:suspen-dome  scale model  similar ratio  prestress  cable-strut  
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