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Structural Deformation Monitoring and Analysis of Highway Bridge Using Accurate Geodetic Techniques

机译:精确大地测量技术对公路桥梁结构变形的监测与分析

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As the new materials and technologies are increasingly applied to construction of civil infrastruc-tures such bridges, dam and tunnels, the need for structural monitoring systems, maintenance and restoration becomes more important and vital. Bridges are widespread in every society and affect its human, social, economical and cultural aspects. Measurements and monitoring of the structural deformation of highway bridges have an essential role in structural safety. This paper investigates an integrated monitoring system for estimation of the deformation behavior of one of the important reinforced bridges in Egypt The applied data for analysing the deformation of any structure from geodetic observations are the coordinates of several monitoring points distributed on the structure itself. The coordinates of these points are calculated with respect to control fixed points. So any deviations in the control points coordinates between the two successive epochs of observations will affect the values of structural deformation. To overcome this shortage, applying the multi-parameter transformation will be studied in this paper for structural health monitoring of bridges. Statistical tests using F-Fisher criterion with a confidence level of 98% of the geodetic observations for bridge deformation values are also presented. The results of the practical measurements, analysis of the interesting deformation technique and traffic flow around the studied highway bridge are also presented. The resulting structural deformation values from statistical tests provide a significant improvement of understanding and prediction the structure deformation values of highway bridges.
机译:随着新材料和新技术越来越多地应用于民用基础设施的建造,例如桥梁,水坝和隧道,对结构监测系统,维护和修复的需求变得越来越重要和至关重要。桥梁在每个社会中都很普遍,并影响其人类,社会,经济和文化方面。公路桥梁结构变形的测量和监测在结构安全中起着至关重要的作用。本文研究了一种用于监测埃及重要的钢筋桥梁之一的变形行为的综合监测系统。根据大地测量结果对任何结构的变形进行分析的应用数据是分布在结构本身上的多个监测点的坐标。这些点的坐标是相对于控制固定点计算的。因此,在两个连续的观测时期之间,控制点坐标的任何偏差都会影响结构变形的值。为了克服这一不足,本文将研究将多参数转换应用于桥梁结构健康监测。还介绍了使用F-Fisher准则进行的统计测试,其可信度为大地测量观测值对桥梁变形值的98%。还给出了实际测量结果,有趣的变形技术分析以及所研究的公路桥梁周围的交通流量。统计测试得出的结构变形值大大提高了对公路桥梁结构变形值的理解和预测。

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