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An Investigation on the Performance of Soft Computing Techniques for Point Displacement Modeling for Suspension Bridge Using GNSS Technique

机译:使用GNSS技术对悬索桥点位移建模的软计算技术性能的研究

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Bridges are playing a major role in the socio-economic development of any country over the world. Suspension bridges are one of the most sensitive structures to various external influences and loads. Therefore, the need for structural monitoring system, maintenance and deformation prediction for these types of structures is important and vital. Time of observations for the purpose of structural deformation can vary from a few hours, days to several months or even years. This paper investigates the performance of several soft computing techniques for point displacement modeling using GNSS technique during the process of monitoring the structural deformation of suspension highway bridge, taking into consideration the effect of wind, temperature, humidity and traffic loads during the operational and short-term measurements. Due to the availability of a large amount of positions data generated from GNSS data positions for monitoring the deformation of such structure, artificial neural networks (ANNs) and adaptive neuro-fuzzy inference system (ANFIS) should be chosen. One of the main objectives of this paper is to investigate the optimum predictive soft computing model for processing GNSS positions and points displacement prediction. Several mathematical models and two cases of data amount (66.67% and 50% of all available data) for dynamic and kinematic state are applied and compared for prediction of suspension bridge displacement with confidence interval with a probability ρ = 0.95, Δ = ± 2_σ. The resulting point displacement values by applying ANNs and ANFIS, which used a confidence interval with a probability of ρ = 0.95, Δ = ± 2_σ when using 66.67% of all data, are more accurate and reliable than any other applied methods, and therefore, ANNs and ANFIS can provide a significant improvement of understanding and predicting the structure deformation values where conventional mathematical modeling techniques were not as accurate or capable especially in dynamic prediction of displacements.
机译:桥梁在世界上任何一个国家的社会经济发展中发挥了重要作用。悬架桥是各种外部影响和负载最敏感的结构之一。因此,对这些类型的结构的结构监测系统,维护和变形预测的需要是重要的和至关重要的。对于结构变形的目的的观察时间可能因几小时,天至几个月甚至几年而变化。本文研究了在监测悬架公路桥梁结构变形过程中使用GNSS技术进行多次软计算技术的性能,用于在悬架公路桥的结构变形过程中,考虑到风,温度,湿度和交通负荷在操作和短路期间的影响术语测量。由于从GNSS数据位置产生的大量位置数据,用于监测这种结构的变形,应选择人工神经网络(ANNS)和自适应神经模糊推理系统(ANFIS)。本文的主要目标之一是研究用于处理GNSS位置和点位移预测的最佳预测软计算模型。应用用于动态和运动状态的几种数学模型和两种数据量(66.67%和50%的所有可用数据),并与置信区间预测悬浮桥位移,置于尺寸ρ= 0.95,Δ=±2_σ。通过应用ANNS和ANFI的所得到的点位移值,该置位使用尺寸的尺寸尺寸的置信区间,Δ=±2_σ在使用所有数据的66.67%时,比任何其他应用方法更准确,更可靠,因此ANNS和ANFIS可以提供​​理解的显着改进和预测结构变形值,其中常规的数学建模技术不如尤其是动态预测位移的动态预测。

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