Journal
STRUCTURAL ENGINEERING AND MECHANICS
Volume 83, Issue 3, Pages 401-413Publisher
TECHNO-PRESS
DOI: 10.12989/sem.2022.83.3.401
Keywords
bridges; deep neural network; earthquake engineering; fragility analysis; seismic response
Categories
Ask authors/readers for more resources
The collapse of civil infrastructure due to natural disasters results in significant financial losses and casualties. This study developed a deep learning-based algorithm to accurately predict the seismic response of bridge structures. The algorithm can reasonably predict the nonlinear behavior of structures and can be used to assess the seismic fragility of bridge components and systems.
The collapse of civil infrastructure due to natural disasters results in financial losses and many casualties. In particular, the recent increase in earthquake activities has highlighted on the importance of assessing the seismic performance and predicting the seismic risk of a structure. However, the nonlinear behavior of a structure and the uncertainty in ground motion complicate the accurate seismic response prediction of a structure. Artificial intelligence can overcome these limitations to reasonably predict the nonlinear behavior of structures. In this study, a deep learning-based algorithm was developed to estimate the time-history seismic response of bridge structures. The proposed deep neural network was trained using structural and ground motion parameters. The performance of the seismic response prediction algorithm showed the similar phase and magnitude to those of the time-history analysis in a single-degree-of-freedom system that exhibits nonlinear behavior as a main structural element. Then, the proposed algorithm was expanded to predict the seismic response and fragility prediction of a bridge system. The proposed deep neural network reasonably predicted the nonlinear seismic behavior of piers and bearings for approximately 93% and 87% of the test dataset, respectively. The results of the study also demonstrated that the proposed algorithm can be utilized to assess the seismic fragility of bridge components and system.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available