Full text: Proceedings, XXth congress (Part 7)

GPS MONITORING OF THE FATIH SULTAN MEHMET SUSPENSION BRIDGE BY 
USING ASSESSMENT METHODS OF NEURAL NETWORKS 
O. Akyılmaz“*, R. N. Celik*, N. Apaydın ^ T. Ayan* 
* ITU Civil Engineering Faculty, 34469 Maslak Istanbul, Turkey — (akyilma2, celikn, ayan)@itu.edu.tr 
^ 17. Regional Headquarters of Highways, Zincirlikuyu Istanbul, Turkey — apaydin@boun.edu.tr 
KEY WORDS: Geodesy, Monitoring, Modelling, Artificial Neural Networks, Prediction 
ABSTRACT: 
The second suspension bridge connecting the continents Asia and Europe, namely, Fatih Sultan Mehmet Bridge, has been monitored 
by using GPS technique. For this end permanent GPS observations with 0.1 seconds epoch interval were recorded for the same days 
of consecutive weeks. In addition to GPS observations, some other data belong to influencing factors such as traffic volume and 
weather conditions for the corresponding observation time were collected. At first step the time series of the respective point 
component displacements (deformations) were composed and linked to the data such as time, traffic volume and weather conditions. 
Then a detailed comparison of the individual observation days was investigated. Further on, an artificial neural network, from the 
family of soft computing methods is adapted in order to describe the deformation processes with respect to influencing factors. Such 
studies have been of special interest after the 17 August Earthquake in North Anatolian Fault Zone (NAFZ) since new earthquakes 
are expected. Therefore, monitoring of big engineering structures like bridges will bring important information for disaster 
management and risk analysis. The results present that artificial neural networks are efficient tools for modelling complex 
  
behaviours of deforming objects regarding the causing factors especially in case of continuous monitoring systems. 
1. INTRODUCTION 
Monitoring of engineering structures has become of importance 
particularly after the possibility of destructive natural 
catastrophes has been assumed to be increased. For this end, big 
engineering structures like suspension bridges, viaducts, tunnels 
and high buildings etc. have been subjected to continuously 
monitoring surveys. The technological developments in high 
precision point positioning systems together with no-human 
data transmission techniques without any atmospheric 
obligation have led to easily adapting such monitoring systems 
for the objects in question. 
Fatih Sultan Mehmet Bridge is the second suspension bridge 
connecting the Asia and Europe. The construction has been 
completed in 1987 and since July 1988, it served as the second 
connection between Anatolian and European side for the 
Istanbul dwellers. Daily, an average of sixty thousand vehicles 
including automobiles, motorbikes, long vehicles, buses, 
minibuses and trucks pass over the bridge. This number shows 
how frequent the bridge is used. Therefore, any disaster which 
may ruin the bridge will not only bring structural loss but also 
many people will be damaged or even died. 
It has long been a problem to geodesists to find efficient 
solutions to approximate functions that define geodetic 
deformations, especially when dealing with continuously 
monitored processes. A deforming object can be considered as a 
dynamic system (Pfeufer 1994, Welsch 1996, Heunecke and 
Pelzer 1998, Miima and Niemeier 2004) whereby, forces acting 
on the object (both internal and external loads) are regarded as 
input signals that lead to geometrical changes e.g. 
displacements and distortions as output signals. In most cases, 
mathematically description of a dynamic deformation process is 
very complex and using deterministic functions is not adequate 
to depict the behaviour of the deforming object. Up to now, 
many different methods were developed, it is however 
generally agreed upon that, there exist no single method that 
can satisfactorily describe the structural deformation as its 
underlying processes are normally so complex to be expressed 
by one simple expression. 
The present study motivates the use of artificial neural networks 
for modelling the behaviours of deforming objects regarding the 
causing effects such as atmospheric conditions, traffic volume. 
Artificial neural networks are inspired from biological systems 
in which large numbers of neurons, which individually perform 
rather slowly and, imperfectly, collectively perform 
extraordinarily complex computations that even the fastest 
computers may not match. This new field of computing method 
is recently widely used by different disciplines such as 
prediction and control engineering, image processing and 
identification, pattern recognition, robotic systems etc. It is very 
efficient tool for complex system identification in general. 
2. STRUCTURAL DEFORMATION AS A DYNAMIC 
SYSTEM 
A dynamic system, in general, is characterized by input signals, 
including all possible influences acting on the object leading to 
the output signals. In case of structural deformation, acting 
forces are regarded as input signals whereas the resulting 
changes in the coordinate components are output signals (Fig. 
1). 
  
  
  
  
Input Output 
signals signals 
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