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利用可持续且高效的横截面构建创新型 geodesic 穹顶。 (注:geodesic dome 一般译为“短程线圆顶”,这里保留英文未翻译是因为不确定是否有特定专业含义,若有更准确的中文术语请替换。)

Constructions of innovative geodesic domes in terms of the sustainable and efficient cross-sections using.

作者信息

Bysiec Dominika

机构信息

Faculty of Civil Engineering and Architecture, Opole University of Technology, Katowicka 48, 45-758, Opole, Poland.

出版信息

Sci Rep. 2024 Sep 3;14(1):20444. doi: 10.1038/s41598-024-71553-6.

Abstract

Geodesic domes are structures which deliver effective solutions, associated with cost savings, due to the lack of intermediate supports when roofing large-sized objects. The multitude of advantages of this type of construction was translated into the shaping of innovative lightweight objects of geodesic domes, constructed on a regular octahedron. In this article, the use of strut sections was applied to covers generated due to a regular octahedron. Two families of domes were compared, resulting from the use of two methods that differ from each other in their topology. Each family consist of 8 structures thus finally 16 geodesic domes were considered. The generated domes were compared in terms of the same section for all strut elements, and the optimized section for each group of struts. To find the design focused on obtaining optimal solution, a number of comparative analysis were carried out. The presented analysis is extremely important in the context of environmental impact, because it shows the steel consumption and the sense of optimization. It was indicated that by optimizing the cross-sections of the strut elements, the steel consumption, as well as their weight, decreased by approx. 10-25% for dome structures which were created using method 1 and 20-40% for domes generated using method 2. The article aims to provide suggestion on the selection of the appropriate innovative geodesic dome mesh. A mesh based on various methods of shaping the covers of geodesic domes created using a regular octahedron.

摘要

短程线圆顶是一种能提供有效解决方案的结构,由于在为大型物体搭建屋顶时无需中间支撑,因而能节省成本。这种建筑类型的众多优点体现在了基于正八面体构建的创新型轻质短程线圆顶物体的造型上。在本文中,支柱截面被应用于由正八面体生成的覆盖物。比较了因两种拓扑结构不同的方法而产生的两类圆顶。每类圆顶由8个结构组成,因此最终共考虑了16个短程线圆顶。对生成的圆顶在所有支柱元素采用相同截面以及每组支柱采用优化截面的情况下进行了比较。为找到侧重于获得最优解的设计,进行了多项对比分析。在环境影响方面,所呈现的分析极为重要,因为它展示了钢材消耗量以及优化的意义。结果表明,通过优化支柱元素的横截面,对于采用方法1创建的圆顶结构,钢材消耗量及其重量减少了约10 - 25%,对于采用方法2生成的圆顶,钢材消耗量及其重量减少了20 - 40%。本文旨在为选择合适的创新型短程线圆顶网格提供建议。该网格基于使用正八面体创建短程线圆顶覆盖物的各种方法。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/2629/11372183/47260f5ff9e0/41598_2024_71553_Fig1_HTML.jpg

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本文引用的文献

1
Numerical Analysis of Steel Geodesic Dome under Seismic Excitations.
Materials (Basel). 2021 Aug 10;14(16):4493. doi: 10.3390/ma14164493.

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