CHARACTERIZATION AND ANALYSIS OF CONSTRUCTIONAL ERRORS OF LONG-SPAN PRESTRESSED STEEL STRUCTURES BASED ON IN-SITU MEASUREMENTS

A. Zhang, Jie Wang, Xi Zhao, Yanxia. Zhang
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Abstract

Long-span prestressed steel structures, known for its light weight and well performance, are world-wide used and developed nowadays. The constructional errors are challenges to long-span prestressed structures with considerations of the constructional precisions, prestressing degrees, and global stability respectively. The 3D laser scanning technique is applied in the structural health monitoring which is used in the long-span prestressed structures as well. However, a gap exists between measurement point clouds and structural assessments of long-span prestressed steel structures due to the complexity and volume of scanning data. The research targets at the real-time global stability assessments of long-span prestressed steel structures, including characterization of constructional errors from in-situ measurements, establishment of probabilistic model for constructional errors’ sensitivity study, and real-time constructional errors’ analysis. This work emphasizes current research progress on constructional errors’ characterization and data analysis from the in-situ measurements. The in-situ measurement data obtained from two projects of long-span prestressed steel structures charged by the researchers. The constructional errors are smartly recognized from the geometric deviations in comparison with nominal BIM models. The recognized data are then characterized from the convolutional neural network algorithm and statistically analyzed as well. The statistical data is used for the constructional-error sensitivity study where failure probabilities and collapse modes will be carefully evaluated. The research bridges the structural health information and structural stability assessments of long-span prestressed steel structures. In turn, it lays a solid foundation of real-time instant global stability assessments of long-span prestressed steel structures in a long term.
基于现场实测的大跨度预应力钢结构施工误差表征与分析
大跨度预应力钢结构以其自重轻、性能好等优点得到了广泛的应用和发展。结构误差是大跨度预应力结构在结构精度、预应力度和整体稳定性方面面临的挑战。三维激光扫描技术应用于大跨度预应力结构的健康监测中。然而,由于扫描数据的复杂性和体积,测点云与大跨度预应力钢结构的结构评估之间存在差距。研究针对大跨度预应力钢结构的实时全局稳定性评估,包括基于现场测量的结构误差表征、结构误差敏感性研究的概率模型建立以及实时结构误差分析。本文着重介绍了施工误差表征和现场测量数据分析方面的研究进展。研究人员对两个大跨度预应力钢结构工程进行了现场实测。与标称BIM模型相比,从几何偏差中巧妙地识别出结构错误。然后用卷积神经网络算法对识别数据进行特征化,并进行统计分析。统计数据用于结构误差敏感性研究,其中破坏概率和崩溃模式将被仔细评估。本研究将大跨度预应力钢结构的结构健康信息与结构稳定性评价相结合。从而为大跨度预应力钢结构的实时、即时全局长期稳定性评估奠定了坚实的基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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