Integrated Framework for Assessment of Time-Variant Flood Fragility of Bridges Using Deep Learning Neural Networks

被引:25
作者
Khandel, Omid [1 ]
Soliman, Mohamed [1 ]
机构
[1] Oklahoma State Univ, Sch Civil & Environm Engn, Stillwater, OK 74078 USA
关键词
REINFORCED-CONCRETE BRIDGES; PROBABILISTIC ANALYSIS; CLIMATE-CHANGE; SCOUR; RISK; PERFORMANCE; PREDICTION; STREAMFLOW; CMIP5;
D O I
10.1061/(ASCE)IS.1943-555X.0000587
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The increasing intensity and frequency of extreme hydrological events poses a significant threat to the safety of transportation infrastructure across the globe. To reduce the failure risk associated with these structures, bridge assessment and management approaches should adapt to possible increases in future flood hazards. Fragility analysis can assist infrastructure managers in properly quantifying the reliability of bridges under different flood hazard intensity levels. However, conducting such analysis while accounting for various uncertainties associated with bridge capacity, deterioration, and future climate conditions can significantly increase the computational cost of bridge management procedures. To improve the computational efficiency of the fragility analysis while maintaining the desired accuracy, this paper integrates deep learning (DL) neural networks in a simulation-based probabilistic framework for establishing time-variant fragility surfaces of bridges under flood hazard. The proposed probabilistic framework considers the effects of climate change on flood occurrence and long-term scour hazard. Downscaled climate data, adopted from global climate models, are used to predict future precipitation and temperature profiles at a given location. Deep learning networks are employed with a twofold objective: (1) to predict future river streamflow at an investigated location necessary for assessing the scour conditions and flood hazard at the bridge, and (2) to simulate the structural behavior of a bridge foundation under sour conditions. The trained DL networks are integrated into a probabilistic simulation process to quantify failure probability and construct a bridge fragility surface under flood hazard. The proposed framework is illustrated on an existing bridge located in Oklahoma. (C) 2020 American Society of Civil Engineers.
引用
收藏
页数:16
相关论文
共 94 条
[1]  
AASHTO, 2017, BRIDG DES SPEC LRFD
[2]  
Abadi M, 2016, PROCEEDINGS OF OSDI'16: 12TH USENIX SYMPOSIUM ON OPERATING SYSTEMS DESIGN AND IMPLEMENTATION, P265
[3]   Probabilistic analysis of underground pipelines subject to combined stresses and corrosion [J].
Ahammed, M ;
Melchers, RE .
ENGINEERING STRUCTURES, 1997, 19 (12) :988-994
[4]  
Akiyama M., 2012, Proceedings of the 2012 Structures Congress. Structures Congress 2012, P1919, DOI 10.1061/9780784412367.168
[5]  
Ang AH-S, 2007, Probability concepts in engineering: emphasis on applications in civil and environmental engineering, V2nd
[6]  
[Anonymous], 1987, Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms, V17th
[7]  
[Anonymous], 1984, LOAD TRANSFER CRITER
[8]  
[Anonymous], 1983, GEOTECHNICAL PRACTIC
[9]   The impacts of climate change on river flood risk at the global scale [J].
Arnell, Nigel W. ;
Gosling, Simon N. .
CLIMATIC CHANGE, 2016, 134 (03) :387-401
[10]  
Arneson L.A., 2012, Hydraulic engineering circular, V18