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Optimization in Selecting the Construction Projects of Large-span Steel Truss Based on Extension Theory

机译:基于可拓理论的大跨度钢桁架施工方案选择优化

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Large-span steel trusses have been widely used in spatial structures. With the development of technology, more newrnconstruction techniques in this field have emerged. The determination of construction methods will be important tornlimit the cost of structural construction, and will be influential on the construction progress and quality of thernstructure. So how to make a good choice of construction methods has been paid more attention in this field.rnOn the basis of System Engineering Theory and detailed analysis of economic and technique index of large-spanrnsteel truss structures, and using analytical hierarchy process method, the current paper establishes the Engineeringrnindex system of construction methods for the same type buildings. In addition, according to thernextension-mathematics principles, multi-layer Complex Extension-mathematics Judgment Model is built and thernweight coefficient of each index is calculated using the analytical hierarchy process method. By the ExpertrnInvestigation Method, each index judgment matrix is built, and the multi-layered extension combination judgment isrncarried out. At last, the final objective of optimization in selecting the construction scheme of large-span steel truss isrnobtained.rnThe analysis of real construction project shows that this model has high efficiency and practicability in choosing thernconstruction method of large-span steel truss buildings. The index of this model is easy to be dealt with, and thernresult of the model analysis has good agreement with the real engineering. This study provides the effective tools forrnthe construction optimization of large-span steel trusses and will improve construction quality, speed up constructionrnprogress, and minimize of the project expenditure, and so on.
机译:大跨度钢桁架已广泛用于空间结构。随着技术的发展,在该领域中出现了更多的新建筑技术。施工方法的确定对限制结构施工成本很重要,并且对施工进度和结构质量有影响。因此,在系统工程理论的基础上,对大跨度钢桁架结构经济技术指标进行详细的分析,并采用层次分析法,对当前的施工方法进行了较为合理的选择。建立了同类建筑施工方法工程指标体系。另外,根据扩展性数学原理,建立了多层复杂扩展性数学判断模型,并采用层次分析法计算了各指标的权重系数。通过专家调查法,建立各个指标判断矩阵,进行多层扩展组合判断。最后,确定了大跨度钢桁架施工方案的优化最终目标。实际施工项目分析表明,该模型在选择大跨度钢桁架建筑物的施工方法方面具有较高的效率和实用性。该模型的指标易于处理,模型分析的结果与实际工程具有良好的一致性。该研究为大跨度钢桁架的施工优化提供了有效的工具,可提高施工质量,加快施工进度,减少工程支出等。

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