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Structural Analysis of Steel Transmission Towers for Large River Crossing of Overhead Transmission Lines

机译:钢铁传动塔的结构分析,用于大型河流交叉线

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This study aims to investigate the structural behavior of steel transmission towers used for large river crossings. Design standards usually applied to analyze these structures don’t consider situations in which the transmission towers are used in river crossings. In Brazil, due to the fact that it is necessary to cross large areas owing to the rivers’ size, these towers assume great heights. It should be noted that the towers can weigh up to 24,500kN and exceed 300m in height. The current study develops an analysis that surpasses the existing standard methodologies, aiming for a structural optimization compatible with vast crossings and new materials, aiming to resolve this design challenge regarding power transmission lines. To do this, a river crossing spanning 2,300m, situated in the northern region of Brazil, was studied based on the use of three different conductor configurations, electrically equivalent, commonly used wind design standards, and structural solutions utilizing tubular and angle profiles.
机译:本研究旨在调查用于大型河流交叉的钢传动塔的结构行为。通常适用于分析这些结构的设计标准,不要考虑传动塔在河流中使用的情况。在巴西,由于有必要跨越河流的尺寸跨越大区域,这些塔楼占据了很大的高度。应该指出的是,塔可体重高达24,500kN,高度超过300米。目前的研究发展了一个分析,超越了现有的标准方法,旨在与庞大的交叉和新材料兼容的结构优化,旨在解决关于电力传输线的这种设计挑战。为此,在巴西北部地区跨越2300米的河流跨越2300米,基于使用三种不同的导体配置,电量,常用的风设计标准以及利用管状和角度剖面的结构解决方案。

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