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1)  cable-stayed truss
斜拉桁架
1.
Analysis and fitting to nodal displacements of cable-stayed truss with triangular cross-section after applying prestressing force
斜拉桁架施加预应力后的节点位移分析与拟合
2)  oblique-pulling truss bridge
斜拉式桁架
1.
Influence of nodal rigid zone on mechanics characteristic of oblique-pulling truss bridge;
节点刚域效应对斜拉式桁架桥的受力影响
3)  cable-stayed steel truss
斜拉钢桁架
1.
The analysis and design method of cable-stayed steel truss, prestressed steel truss, cable hold steel truss structures are presented with the Jiuhua space & resort sport center case.
结合北京九华山庄运动中心结构工程实例给出了斜拉钢桁架、预应力钢桁架和索托钢桁架结构的分析计算和设计方法,对比了结构中索的工作机理和索的预拉力对整体结构的影响,得出了一些有益的结论可为相关的预应力钢结构选型提供参考。
4)  cable-stayed truss bridge
斜拉桁架桥
1.
The cable-stayed truss bridge is a relatively novel structure which has been greatly developed in recent twenty years.
斜拉桁架桥是近20年来得到较大发展的一种新颖桥型,该桥型具有自重轻、刚度大,受力明确以及材料利用率高的优点。
5)  stayed-cable plane truss
斜拉索平面桁架
1.
Analysis of a stayed-cable plane truss using equivalent linearization method showed that the matrices established with both methods were of high similarity,implying that the method we set up in the present was effective and could be applied to .
对一斜拉索平面桁架算例进行分析,结果表明线性化方法所建立的斜拉索单元刚度矩阵与拟弹性模量方法具有同样精度,说明本文方法是有效的,可用于大型结构的有限元分析中。
6)  cable-stayed space truss
斜拉立体桁架
1.
Study on dynamic behaviour of a long-span cable-stayed space truss;
大跨度斜拉立体桁架的自振特性分析
2.
Based on the ANSYS platform of Subproblem Approximation Method and First Order Optmization Method to the actual works as the background, the optimization of single-Pin cable-stayed space truss has been established, the contents was mainly in .
本文基于ANSYS平台的零阶方法和一阶方法,以实际工程为背景,对单榀斜拉立体桁架进行结构的优化,主要从事以下几个方面的工作: (1)系统总结了斜拉结构的国内外的发展现状和工程应用,以及结构优化技术的发展、结构优化理论的研究现状和结构优化算法,指出斜拉立体桁架结构优化设计的意义及必要性。
补充资料:风动式输送斜槽
分子式:
分子量:
CAS号:

性质:风动式运输设备的一种。由一个斜槽构成,槽体用水平的多孔隔板分为上下两层。物料加在槽的上层,下层通入压缩空气。压缩空气透过多孔板进入槽的上层,槽内粉状物料受到下面空气衬托而像流体般地产生运动,由槽的较高处流向较低处,从而达到运输目的。

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