cable domes
- 网络索穹顶结构
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Force Finding of Tensegrity Cable Domes & Imbalance Force Iterative Method
索穹顶结构的找力分析方法&不平衡力迭代法
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The analysis of static mechanical properties for cable domes
索穹顶结构的静力性状分析
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Simulation of erection procedures of cable domes based on nonlinear FEM
基于非线性有限元的索穹顶施工模拟分析
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New forms and initial prestress calculation of cable domes
索穹顶结构的新形式及其初始预应力确定
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Analysis of geometric stability for cable domes
索穹顶结构几何稳定性分析
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Some conclusions are finally drawn which will guide the further research and application of cable domes .
得出的结论对该类结构的进一步研究和工程应用具有指导意义。
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A simplified calculation method for initial prestress distribution of sunflower-patterned cable domes
葵花型索穹顶初始预应力分布的简捷计算法
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Computation Method for Initial Stiffness of Axial Symmetric Cable Domes with Circular Plane after Forming
圆形平面轴对称索穹顶结构成形后的刚度计算
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Optimal design of cable domes
索穹顶结构截面和预应力优化设计
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Cable domes structure optimization design consists of three aspects , prestress optimization design , section optimization design and shape optimization design .
索穹顶结构优化设计分为三个方面:预应力优化设计、截面优化设计、形状优化设计。
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Application of integrity feasible prestressing to tensegrity cable domes
索穹顶结构整体可行预应力概念及其应用
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A simplified calculation method for initial prestress of levy cable domes with the consideration of self-weight
Levy型索穹顶考虑自重的初始预应力简捷计算法
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Numerical results show that the proposed method is accurate and valid to control the shape of cable domes which can easily meet architectural requirements .
算例分析表明,所提出的方法是准确有效的,它能够精确控制索穹顶结构的外形,使其满足建筑要求;
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Advances in cable domes
索穹顶结构体系的研究进展
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The comparison between two construction simulation analysis methods for high-rise building structures is presented in this paper . Simulation of erection procedures of cable domes based on nonlinear FEM
通过算例指出,在高层建筑结构整体刚度形成后,进行分层加载的施工模拟方法不够准确,有时会导致较大差错。基于非线性有限元的索穹顶施工模拟分析
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Using the Newton-Raphson method , one example was analyzed , and the result showed that the model presented in this paper was accurate and efficient for nonlinear static analysis of cable domes .
结果表明,本文方法精度很高,适合于索穹顶结构的空间非线性分析。
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This paper presents the object-oriented program architecture for optimal design of tensegrity cable domes , which can be adopted in pre-press optimization , section optimization , and shape optimization .
该优化设计程序可以对张拉整体索穹顶结构进行预应力优化、截面优化和形状优化设计。
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The present work may serve for the reference of initial design of cable domes . And the construction research provided in this paper may be of help to further research and application of cable domes .
本文的工作可以为该类结构的初始选型和设计提供依据。本文的试验研究有助于对该类结构的进一步研究和工程应用。
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The existing two styles of cable domes are Geiger style and Levy style , whose representational projects are 1988 's Seoul Olympics stadium and 1996 's Atlanta Olympics stadium respectively .
目前国际上现有的索穹顶形式主要有Geiger型和Levy型两种,代表工程分别为1988年汉城奥运会体操馆和1996年亚特兰大奥运会主场馆。
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In this thesis , systematic study of rectangular cable domes is carried out , which includes the distribution of prestress , solution of structure mechanic displacement , construction method , static and dynamic property of the structure , cooperative studies on cable-strut-membrane , and experiments of the structure model .
本文对矩形平面Geiger型索穹顶结构的可行预应力分布、机构位移求解、施工张拉成形方法、结构的静动力性能、索杆膜的协同分析及其结构模型试验等内容进行了系统的研究。
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Finite Element Method with Curved Cable Element for the Nonlinear Analysis of Cable Domes
索穹顶结构非线性分析的曲线索单元有限元法