Abstract

Due to a considerable amount of information required to support the decision-making processes, an increasing number of infrastructure owners use computerized management systems. Bridges, being complex and having significant impact on society, have often been the foundation for the development of these systems. In order to manage bridges effectively, condition prediction models are incorporated to the core of decision-making processes. Many of developed and applied stochastic prediction models show certain limitations. The impact of these limitations on deterioration pre­dictions cannot be objectively evaluated without direct comparison of prediction results. Hence, several stochastic pre­diction models based on condition ratings obtained from visual inspections of bridge decks are compared in this article. Models are described and implemented on the data of around 1100 reinforced concrete bridge decks from the ‘Infraes­truturas de Portugal’, a state owned Portuguese general concessionaire for roadways and railways. The statistical analy­sis of different models revealed significant deviations, particularly in higher condition ratings. Results indicate limited prediction capability of a simple homogeneous Markov chain model when compared with time- and space-continuous models, such as the gamma process model.

Highlights

  • Transport is essential for the development because it enables trade between people and plays an important part in economic growth and globalization

  • Several stochastic prediction models based on the input data made of visual inspection condition ratings are compared in this article; an alternative continuous gamma process model was proposed

  • The comparison is made using the input database comprising of condition ratings gained from Principal visual inspections of reinforced concrete bridge decks provided by “Infraestruturas de Portugal”

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Summary

Introduction

In general sense, describe random occurrence of changes over time by means of Markov property. When the process with a number of conditions states k is considered, the probability vector p(tn), at any given moment tn, shows the probability that the process will assume one of the condition states k. This vector can be expressed by the following equations:. If during a single period of time (from tn to tn+1) the process can either pass on to the higher condition state or remain in the same condition state, the transition probability matrix takes the following form: p11 p12 0. Where: pij is the probability that the process will pass from the condition state i to the condition state j during the time period from tn to tn+1; pii is the probability that the process will remain in the condition state i during the time period from tn to tn+1

Bridge decks
22 Reinforced concrete 759 109 Pre-stressed concrete 368 515 249 232
Homogeneous Markov chain
Inhomogeneous Markov chain
Homogeneous Markov process with exponential distribution
Markov process with Weibull distribution
Gamma process model
Advantages and drawbacks of presented models
Conclusions
Findings
Disclosure statement
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