Open Access Open Access  Restricted Access Subscription Access

Analysis of Bridge Time-Dependent Performance Based on Dynamic Bayesian Networks


Affiliations
1 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou-510640, China
 

Current analysis of bridge time-dependent performance is mostly based on present test data or certain single approximate computational formulas. Thus, it is usually unable to combine prior knowledge of bridge time-dependent performances with on-site detection information effectively, and the evaluation model or parameters could not be updated on time. On the basis of the bridge characteristic during the time varying process, the Dynamic Bayesian Network (DBN), which could effectively assess bridge time-dependent performance, is proposed in this study. Two bridges, the performance of which is changed by internal and external environments, are taken as research objects. DBN is used to approximate the model of time-dependent performance of two bridges. Model updating is also realized by utilizing detection information. Results validate the feasibility and effectiveness of the proposed method.

Keywords

Bridge, Time-Dependent Performance, Dynamic Bayesian Networks, Detection Information, Model Updating.
User
Notifications
Font Size

Abstract Views: 174

PDF Views: 128




  • Analysis of Bridge Time-Dependent Performance Based on Dynamic Bayesian Networks

Abstract Views: 174  |  PDF Views: 128

Authors

Buyu Jia
School of Civil Engineering and Transportation, South China University of Technology, Guangzhou-510640, China
Xiaolin Yu
School of Civil Engineering and Transportation, South China University of Technology, Guangzhou-510640, China
Quans Heng Yan
School of Civil Engineering and Transportation, South China University of Technology, Guangzhou-510640, China
Zheng Yang
School of Civil Engineering and Transportation, South China University of Technology, Guangzhou-510640, China

Abstract


Current analysis of bridge time-dependent performance is mostly based on present test data or certain single approximate computational formulas. Thus, it is usually unable to combine prior knowledge of bridge time-dependent performances with on-site detection information effectively, and the evaluation model or parameters could not be updated on time. On the basis of the bridge characteristic during the time varying process, the Dynamic Bayesian Network (DBN), which could effectively assess bridge time-dependent performance, is proposed in this study. Two bridges, the performance of which is changed by internal and external environments, are taken as research objects. DBN is used to approximate the model of time-dependent performance of two bridges. Model updating is also realized by utilizing detection information. Results validate the feasibility and effectiveness of the proposed method.

Keywords


Bridge, Time-Dependent Performance, Dynamic Bayesian Networks, Detection Information, Model Updating.