试验结果充分验证了张拉整体结构的一些力学特性。
The result of test throughly verified some mechanical characteristics of tensegrity systems.
本文根据非线性有限元理论研究讨论基于压杆失稳的张拉整体结构极限承载能力。
According to nonlinear finite element analysis, the ultimate load-carrying capacity of tensegrity system is discussed based on the buckling of struts.
如今，张拉整体结构已经成为空间结构最前沿的课题之一，引起全世界范围内研究者的广泛关注。
Nowadays, studies on tensegrity systems are proceeding all over the world, and have drawn widely concern from researchers around the world.
再从张拉整体单元的形态问题入手，分析总结了一些常见张拉整体多面体结构的形态构形。
From the morphology aspects of tensegrity systems, the author also analyzed and summarized the morphology configurations of some normal tensegrity polyhedron structures.
因此张拉整体膜结构的协同找形分析是必要的，更能真实的反映索杆结构和薄膜结构之间的相互作用。
So the cooperative form-finding analysis of the Tensile membrane Structure is necessary, and it can relatively truly response the mutual function of the cable-pole and membrane.
张拉整体理论上可以做到非常大的跨度，并且随着结构跨度的增大，其单位面积自重和造价的增加并不大。
Tensegrity structure can achieve very large span in theory and the unite area deadweight cost doesn't increase much when the span increases.
因此，张拉整体膜结构的协同荷载分析是必要的，较能真实地反映结构的承载性能。
Therefore, the cooperative loading analysis of the Tensile Membrane Structure is necessary, and it can relatively truly response the mechanical performance of structure.
装配式整体预应力板柱结构是采用预制的钢筋混凝土楼板和柱作为主要的受力构件，通过整体张拉预应力钢筋而形成的板柱结构体系。
Slab-column structure assembled by monolithic prestressing is a type of structure system in which prefabricated reinforced concrete slabs and columns are main members bearing load.
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。
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。
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.
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