Seismic fragility analysis of LRB-isolated bridges considering the uncertainty of regional temperatures using BP neural networks | |
Shi, Yan1; Xiong, Lijun1; Qin, Hongguo1; Han, Jianping1; Sun, Zhiguo2 | |
2022-10 | |
发表期刊 | STRUCTURES |
ISSN | 2352-0124 |
卷号 | 44页码:566-578 |
摘要 | Lead rubber bearings (LRBs) have been widely used as seismic isolators for bridges, owing to their outstanding working performance and wide applicability. However, the mechanical behavior of the main constituents of LRBs (rubber and lead) is sensitive to temperature variations. The objective of this study is to investigate the influence of regional temperature uncertainty on the seismic fragility of LRB-isolated bridges by combining joint seismic fragility and a (back propagation) BP neural network. In this study, a typical continuous beam bridge that is seismically isolated and uses LRBs is assumed to be located in three regions at different latitudes in China. Using the finite elements models of the bridge and incorporating the thermal-mechanical behavior of LRBs, concrete, and steel at different temperatures, the seismic responses of the piers and the bearings are derived by nonlinear dynamic analysis that is used to develop the statistical relationship between the regional temperature and the bridge's seismic demand via a BP neural network. Then, the well-trained networks are applied to predict the seismic responses of the piers and the bearings at different temperatures in the three selected regions. Finally, the joint seismic fragility methodology is used to establish and compare the seismic fragility at component level and that at bridge system level in the considered regions. Analysis results show that regional temperature variations may have a notable effect on the component-level fragility as well as the bridge-level fragility. |
关键词 | Isolated bridge Lead rubber bearings (LRBs) Regional temperature variation BP neural network Seismic fragility |
DOI | 10.1016/j.istruc.2022.08.035 |
收录类别 | SCIE |
语种 | 英语 |
WOS研究方向 | Engineering |
WOS类目 | Engineering, Civil |
WOS记录号 | WOS:000848548800003 |
出版者 | ELSEVIER SCIENCE INC |
来源库 | WOS |
引用统计 | |
文献类型 | 期刊论文 |
条目标识符 | https://ir.lut.edu.cn/handle/2XXMBERH/159837 |
专题 | 土木工程学院 教务处(创新创业学院) |
通讯作者 | Han, Jianping |
作者单位 | 1.Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730000, Peoples R China; 2.China Earthquake Adm, Inst Disaster Prevent, Key Lab Bldg Collapse Mech & Disaster Prevent, Beijing 101601, Peoples R China |
第一作者单位 | 兰州理工大学 |
通讯作者单位 | 兰州理工大学 |
第一作者的第一单位 | 兰州理工大学 |
推荐引用方式 GB/T 7714 | Shi, Yan,Xiong, Lijun,Qin, Hongguo,et al. Seismic fragility analysis of LRB-isolated bridges considering the uncertainty of regional temperatures using BP neural networks[J]. STRUCTURES,2022,44:566-578. |
APA | Shi, Yan,Xiong, Lijun,Qin, Hongguo,Han, Jianping,&Sun, Zhiguo.(2022).Seismic fragility analysis of LRB-isolated bridges considering the uncertainty of regional temperatures using BP neural networks.STRUCTURES,44,566-578. |
MLA | Shi, Yan,et al."Seismic fragility analysis of LRB-isolated bridges considering the uncertainty of regional temperatures using BP neural networks".STRUCTURES 44(2022):566-578. |
条目包含的文件 | 条目无相关文件。 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。
修改评论