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Optimal Construction Scheme for Controlling Construction Errors of a Cable-strut Tensile Structure

机译:控制拉杆拉伸结构施工误差的最佳施工方案

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In a real cable-strut tensile structure, construction errors are inevitable. To explore the optimal construction scheme and control construction errors, this study optimized the construction scheme of a cable-strut tensile structure. First, a mathematical model of the element length error was investigated based on stochastic theory. By combining the balance equation, geometric equation and physical equation, the fundamental relationship between the pre-stress deviation and element length error was derived. Because the pre-stress in the active cable can be controlled exactly and the cable’s pre-stress deviations were zero during construction, the relationship between the pre-stress deviation of a passive cable and the element length error was obtained. Then, the statistical characteristics of the pre-stress deviation were obtained under different construction schemes using statistical theory. Finally, an example was analysed as a case study. The study showed that different elements have different error sensitivities and that different construction schemes have different error effects. Using the method proposed in this paper, the error effect of different construction schemes can be analysed, and the optimal construction scheme, with lower error effects and lower construction costs, can be selected for actual construction projects.
机译:在真实的电缆-拉伸结构中,不可避免会出现施工错误。为了探索最佳的施工方案并控制施工误差,本研究对缆索-拉伸结构的施工方案进行了优化。首先,基于随机理论研究了元素长度误差的数学模型。通过将平衡方程,几何方程和物理方程相结合,得出了预应力偏差与单元长度误差之间的基本关系。由于可以精确控制有源电缆中的预应力,并且在施工过程中电缆的预应力偏差为零,因此可以得出无源电缆的预应力偏差与单元长度误差之间的关系。然后,运用统计理论,获得了不同施工方案下的预应力偏差的统计特征。最后,以案例分析为例。研究表明,不同的元素具有不同的错误敏感性,不同的构造方案具有不同的错误影响。利用本文提出的方法,可以分析不同施工方案的误差效果,为实际工程项目选择误差效果较小,施工成本较低的最优施工方案。

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