Abstract

Bridges are playing a major role in the socio-economic development of any country over the world. Suspension highway 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 structures is important and vital. One of the main objectives of monitoring the structural deformation is predicting the deformation values, which will help to avoid sudden failure and accidents in the future. Artificial neural networks (ANNs) and adaptive neuro-fuzzy inference systems (ANFIS) have proven successful solution in many engineering applications and problems. This paper investigates an integrated monitoring system using GNSS observations for studying the deformation behavior and displacement prediction for 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 complexity of the mathematical processing of large GNSS monitoring data for obtaining reliable results, adequate model of several alternatives should be chosen. One of the main objectives of this paper is to investigate the optimum predictive model for analysis of GNSS observations and displacement prediction. Several models are applied and compared for prediction of suspension bridge displacement for both kinematic and dynamic models. The resulting predicted displacement values by applying artificial neural networks (ANNs) and ANFIS provide a significant improvement for predicting the structure deformation values for suspension highway bridges from GNSS observations.

Highlights

  • Automatic monitoring of structures is the process of automated day and night observations and recording all the necessary deformation parameters

  • Prediction of structural deformation helps to track any expected changes of the structure and its individual elements in the near future, which makes it possible to prevent the occurrence of negative events [1, 2]

  • Using 66.67% of data for building up the model is better than using 50% of all data because it improves the correlation coefficient by 5–10% when using artificial neural network and by 25–33% when using regression models

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Summary

Introduction

Automatic monitoring of structures is the process of automated day and night observations and recording all the necessary deformation parameters. The purpose of structure monitoring process is to prevent emergencies and damage or destruction of structures. Deformation of engineering structures is divided into slow and fast movements based on the variation of time scale [3]. One component of the safety system of these bridges can be an automatic geodetic monitoring system using global navigation satellite systems (GNSS) observations technology. GNSS have become an effective and valuable geodetic observations methods due to its continuous operation in real time [6]. Differential GNSS (DGNSS) is a method which can be applied to reduce or eliminate the influence of the ionosphere, the troposphere, and errors in the orbit. Displacement of any bridge depends on the time and on the impact of traffic volume and wind on

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