| 关于索杆张力结构若干问题的评述 |
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| 引用本文： | 陈妍,雷宏刚.关于索杆张力结构若干问题的评述[J].科学之友,2009(5):1-2. |
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| 作者姓名： | 陈妍 雷宏刚 |
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| 作者单位： | 太原理工大学建筑与土木工程学院; |
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| 摘 要： | 文章通过对“张拉整体”与索穹顶的发展历史与定义相比较，指出二者之间的区别，明确二者是两类不同的结构，其次通过对张弦梁的逆迭代法与改进的逆迭代法相比较提出了新的计算方法，并对未来索杆结构体系的发展方向提出了设想，为后续的研究提供了理论参考。
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| 关 键 词： | 索杆张力结构 张拉整体 预应力计算 |
Research on cable-strut-tensile structures |
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| Chen Yan,Lei Honggang.Research on cable-strut-tensile structures[J].Friend of Science Amateurs,2009(5):1-2. |
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| Authors: | Chen Yan Lei Honggang |
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| Institution: | Chen Yan,Lei Honggang |
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| Abstract: | By comparing the history of "Tensegrity" structures with cable-dome structures, differences of the two kinds of structures ca nbe seen obviously in the study. New method of calculating prestressed beam string structures is provided by the comparision of in-verse-iteration method and modified inverse-iteration method and direction of cable-strut tensile structures development is provided inthe strudy too. This work will provide a good reference for th deeper studies of cable-strut tensile structures. |
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| Keywords: | cable-strut tensile structures tensegrity calculation of prestress |
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