Analysis of stability behaviors of partial double-layer cable dome is done.
对肋环型局部双层球面网壳结构进行了稳定性分析。
The glass daylighting roofs of the central exhibition hall firstly use new cable network and cable dome combined support structure.
中心展馆的玻璃采光顶则首次采用新型索网与索穹顶组合支撑结构。
The design of cable dome is divided into three parts: pre-stressed calculation, static load applied calculation and variation load applied calculation.
索穹顶结构分下述三个状态进行计算：预张拉状态、施加屋面恒载时的计算和屋面活荷载作用下的计算；
Cable-supported dome structure is a new hybrid spatial structural system developed on the basis of the single-layer spherical lattice shell and cable dome.
索承穹顶结构是在单层球面网壳和拉索穹顶的基础上构思出的一种新型杂交空间结构体系。
Cable dome is a large deformation composite structure consisted of flexible cables. Its analysis is a geometric nonlinear problem and is difficult in its solution.
索穹顶结构是大变形柔性组合结构，其受力分析属于几何非线性问题，求解较复杂。
The connection method, construction process and simulating calculation for cable some are introduced. According to the procedure and parameters in simulating, a model of cable dome is made.
介绍了索穹顶结构的连接方法、施工张拉过程及其模拟计算，并按模拟计算工序和参数架设了索穹顶模型。
As the cable dome is a kinematically indeterminate system, its solving process is also derived in detail and the equations, which are based on large distortion, are adopted to solve the problem.
考虑到索穹顶结构属于动不定结构体系，文中还对动不定体系的求解过程进行了详细的推导，同时采用建立在大变形基础上的变形协调方程来求解结构体系的有限机构位移。
They come with a clothes clip (reduces cable strain so they won't yank out), a carrying case and comfortable rubber-dome earbud tips in several sizes.
耳塞同时带有一个小衣夹(减少耳塞线紧绷以及猛拉过度)，一个便携盒与各个尺寸的舒适橡胶圆套头。
In this paper the analysis of cable-supported dome structure under axisymmetrical loading is discussed and solved by the energy variational principle.
本文对索承穹顶结构在轴对称荷载作用下的分析进行研究，并用能量变分原理进行求解。
The large annular cable-bar dome is a new type structure. In this paper, the geometrical nonlinear stability of this structure was studied for the practical engineering .
研究了大型环状索杆张力结构这一新结构的几何非线性稳定性能，为其应用于实际工程提供了理论基础。
The large annular cable-bar dome is a new type structure. In this paper, the geometrical nonlinear stability of this structure was studied for the practical engineering .
研究了大型环状索杆张力结构这一新结构的几何非线性稳定性能，为其应用于实际工程提供了理论基础。
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