TY - GEN
T1 - Deck, Superstructure, and Substructure Deterioration Prediction for Bridges Using Deep Artificial Neural Networks
AU - Ali, Gasser
AU - Elsayegh, Amr
AU - Assaad, Rayan
AU - El-Adaway, Islam H.
N1 - Publisher Copyright:
© 2020 American Society of Civil Engineers.
PY - 2020
Y1 - 2020
N2 - Around 13.1% or 3,195 bridges in Missouri are structurally deficient. In addition, 4,800 bridges need repairs with an estimated total cost of 4.2 billion. Assessment of the deterioration conditions of bridges is therefore necessary to develop and optimize future rehabilitation plans for bridges and to properly allocate the available funds. Researchers have used several methods to develop models that estimate and predict the deterioration conditions of bridges, including statistical techniques, Markov chains, neural networks, and fuzzy logic. Nevertheless, most of the existing studies focused on the prediction of a single bridge element. To this end, there exists a need for research that assesses the conditions of different structural elements and that compares between different predictions models. As such, the goal of this research is to investigate the use of deep artificial neural networks (DANN) and regression models for bridge deterioration prediction. Accordingly, a DANN model is developed using various numbers of hidden layers and neurons. In parallel, a linear regression (LR) model is developed as to act as a baseline. Data on long span bridges in the state of Missouri is used to train, test, and fit the models. Finally, the DANN and LR models are validated and compared based on the obtained mean squared errors. It was found that both models have generally similar accuracy with that of DANN being slightly higher. In addition, it was concluded that the accuracy of the DANN is highly dependent on its configuration. The outcomes of this research is models that can be used to predict the deterioration conditions of bridges in the state of Missouri and to assist in the development of rehabilitation plans. The developed models can be modified to accustom bridges in other states and to attempt various configurations of the DANN.
AB - Around 13.1% or 3,195 bridges in Missouri are structurally deficient. In addition, 4,800 bridges need repairs with an estimated total cost of 4.2 billion. Assessment of the deterioration conditions of bridges is therefore necessary to develop and optimize future rehabilitation plans for bridges and to properly allocate the available funds. Researchers have used several methods to develop models that estimate and predict the deterioration conditions of bridges, including statistical techniques, Markov chains, neural networks, and fuzzy logic. Nevertheless, most of the existing studies focused on the prediction of a single bridge element. To this end, there exists a need for research that assesses the conditions of different structural elements and that compares between different predictions models. As such, the goal of this research is to investigate the use of deep artificial neural networks (DANN) and regression models for bridge deterioration prediction. Accordingly, a DANN model is developed using various numbers of hidden layers and neurons. In parallel, a linear regression (LR) model is developed as to act as a baseline. Data on long span bridges in the state of Missouri is used to train, test, and fit the models. Finally, the DANN and LR models are validated and compared based on the obtained mean squared errors. It was found that both models have generally similar accuracy with that of DANN being slightly higher. In addition, it was concluded that the accuracy of the DANN is highly dependent on its configuration. The outcomes of this research is models that can be used to predict the deterioration conditions of bridges in the state of Missouri and to assist in the development of rehabilitation plans. The developed models can be modified to accustom bridges in other states and to attempt various configurations of the DANN.
UR - http://www.scopus.com/inward/record.url?scp=85096790940&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85096790940&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85096790940
T3 - Construction Research Congress 2020: Computer Applications - Selected Papers from the Construction Research Congress 2020
SP - 135
EP - 144
BT - Construction Research Congress 2020
A2 - Tang, Pingbo
A2 - Grau, David
A2 - El Asmar, Mounir
PB - American Society of Civil Engineers (ASCE)
T2 - Construction Research Congress 2020: Computer Applications
Y2 - 8 March 2020 through 10 March 2020
ER -