An application of convolutional neural network for deterioration modeling of highway bridge components in the United States

被引:10
作者
Liu, Heng [1 ]
Nehme, Jean [1 ]
Lu, Ping [1 ]
机构
[1] Fed Highway Adm, Turner Fairbank Highway Res Ctr, 6300 Georgetown Pike, Mclean, VA 22101 USA
关键词
National bridge inventory; bridge condition rating; deep learning; convolutional neural network; condition forecast; deterioration modeling; Markov chains; PREDICTION; MANAGEMENT;
D O I
10.1080/15732479.2021.1979597
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a deep learning-aided deterioration modeling approach for highway bridge components (i.e., decks, superstructures, and substructures). The method trains a set of deep learning models for the maximum likelihood estimation of parameters in a Markov chain. The likelihood function is based on observed numbers of transitions between different condition states. The deep learning is leveraged for efficient representation of various factors that influence the deterioration process. Aided by deep learning, the proposed method is suitable for deterioration modeling using large-scale and high-dimensional bridge datasets. The study demonstrates an application of this approach using the historical National Bridge Inventory database from 1993 to 2019. The Convolutional Neural Network is adopted as the deep learning model. The proposed method is validated with ten-fold cross-validation that encompasses a nationwide selection of 88,596, 101,414, and 96,244 bridge decks, superstructures, and substructures, respectively. The validation shows this approach achieved a robust and low prediction error with the maximum mean-squared-error near 0.5 in a 26-years-forecast. The proposed method is also compared with the conventional Artificial Neural Network and four selected Markov-chain based deterioration modeling approaches. The study shows this approach can be a promising data-driven tool for deterioration modeling of highway bridge components.
引用
收藏
页码:731 / 744
页数:14
相关论文
共 51 条
[11]   An algorithm for automatic localization and detection of rebars from GPR data of concrete bridge decks [J].
Dinh, Kien ;
Gucunski, Nenad ;
Duong, Trung H. .
AUTOMATION IN CONSTRUCTION, 2018, 89 :292-298
[12]   Evaluation of bridge decks with overlays using impact echo, a deep learning approach [J].
Dorafshan, Sattar ;
Azari, Hoda .
AUTOMATION IN CONSTRUCTION, 2020, 113
[13]  
FHWA, 2020, INFOBRIDGE
[14]  
Frangopol D.M., 2004, PROG STRUCT ENG MAT, V6, P197, DOI [10.1002/pse.180, DOI 10.1002/PSE.180]
[15]   Life-cycle of structural systems: recent achievements and future directions [J].
Frangopol, Dan M. ;
Soliman, Mohamed .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2016, 12 (01) :1-20
[16]   Deep Transfer Learning for Image-Based Structural Damage Recognition [J].
Gao, Yuqing ;
Mosalam, Khalid M. .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2018, 33 (09) :748-768
[17]   Performance of US Concrete Highway Bridge Decks Characterized by Random Parameters Binary Logistic Regression [J].
Ghonima, Omar ;
Anderson, Jason C. ;
Schumacher, Thomas ;
Unnikrishnan, Avinash .
ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, 2020, 6 (01)
[18]  
Goodfellow I, 2016, ADAPT COMPUT MACH LE, P1
[19]   Characterising the effect of external factors on deterioration rates of bridge components using multivariate proportional hazards regression [J].
Goyal, Raka ;
Whelan, Matthew J. ;
Cavalline, Tara L. .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2017, 13 (07) :894-905
[20]  
Hastie T., 2009, The elements of statistical learning, DOI [DOI 10.1007/978-0-387-84858-7, 10.1007/ 978-0-387-84858-7]