索对悬索-穹顶结构体系的敏感性分析。

Bo-qing Gao, En-hao Weng
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引用次数: 5

摘要

索的施工是悬索穹顶结构架设的关键环节。在实际工程中,很难保证在现场结构中准确地引入设计预应力;因此,有必要研究预应力变化对结构性能的影响。本文采用正交设计方法研究了预应力索对悬索-穹顶结构的敏感性。调查主要集中在基维特悬吊穹顶上。通过参数化研究,研究了索内预应力变化时结构静力性能、动力性能和屈曲载荷的敏感性。研究表明,悬索-穹顶结构对所有索的预应力都很敏感;灵敏度取决于缆绳的位置和结构行为。本文最后提出了一些有益的建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sensitivity analyses of cables to suspen-dome structural system.

The construction of the cables is a key step for erecting suspen-dome structures. In practical engineering, it is difficult to ensure that the designed pre-stresses of cables have been exactly introduced into the structures in the site; so it is necessary to evaluate the influence of the variation of the pre-stresses on the structural behavior. In the present work, an orthogonal design method was employed to investigate the pre-stressed cables' sensitivity to the suspen-dome system. The investigation was concentrated on a Kiewitt suspen-dome. Parametric studies were carried out to study the sensitivity of the structure's static behavior, dynamic behavior, and buckling loads when the pre-stresses in the cables varied. The investigation indicated that suspen-dome structures are sensitive to the pre-stresses in all cables; and that the sensitivity depended on the location of the cables and the kind of structural behavior. Useful suggestions are given at the end of the paper.

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