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contributor authorJinsong Zhu
contributor authorYanlei Wang
date accessioned2022-02-01T21:44:24Z
date available2022-02-01T21:44:24Z
date issued12/1/2021
identifier other%28ASCE%29CF.1943-5509.0001653.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271939
description abstractBridge deterioration is inevitable in service, and the inspection and maintenance of bridges are needed to ensure structural integrity. To make cost-effective inspection plans, bridge management departments need degradation models to predict future condition ratings of bridges. Although there have been studies on bridge degradation, the input features of models are selected mostly based on engineering experience, and no effective method has been proposed. Meanwhile, most models based on machine learning (ML) and deep learning (DL) only predict the degradation of bridges in a single year and cannot cover a complete inspection cycle (usually 2 years), providing limited decision support for the transportation departments. Besides, more accurate models are needed to predict the degradation trend of bridges. In response to these problems, an improved ReliefF algorithm is proposed to select features of bridges in the paper. Meanwhile, a new degradation model combining recurrent neural network (RNN) and convolutional neural network (CNN) is established. Historical data of bridges in the US state of Texas from 1992 to 2019 are employed to verify the proposed methods. The result shows that the improved ReliefF algorithm selects the appropriate feature set as the input of the prediction model, and the model accurately predicts the future condition ratings of bridges in the next 3–4 years. The research is beneficial to infrastructure management departments in allocating bridge inspection and maintenance resources reasonably.
publisherASCE
titleFeature Selection and Deep Learning for Deterioration Prediction of the Bridges
typeJournal Paper
journal volume35
journal issue6
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001653
journal fristpage04021078-1
journal lastpage04021078-13
page13
treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 006
contenttypeFulltext


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