Research on monitoring index of transverse cooperative working performance of assembled multi-girder bridges based on displacement spectrum similarity measure

被引:9
作者
Dan Danhui [1 ]
Zheng Wenhao [2 ]
Xu Zhaoyuan [3 ,4 ]
机构
[1] Tongji Univ, Sch Civil Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China
[2] Curtin Univ, Sch Civil & Mech Engn, Kent St, Bentley, WA 6102, Australia
[3] China Railway Major Bridge Engn Grp Co Ltd, State Key Lab Hlth & Safety Bridge Struct, 6 Sixin Ave, Wuhan 430050, Hubei, Peoples R China
[4] China Railway Bridge Sci Res Inst Ltd, 103 Jianshe Ave, Wuhan 430034, Hubei, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
Assembled multi-girder bridge; Transverse connection system; Displacement spectrum; Correlation coefficient; Structural health monitoring;
D O I
10.1016/j.istruc.2023.01.023
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The assembled multi-girder bridges (AMGBs) are widely constructed. Hinge joints are the most significant but vulnerable part of AMGBs. Therefore, condition assessment of hinge joints is the key point for health monitoring of AMGBs. To this end, displacement spectrum similarity measure (DSSM) is proposed as an index to characterize the health condition of hinge joints. Theoretical derivation shows that the index is subject to the stiffness of hinge joints and traffic loads. Because the index is a statistic over a period of time, short-term vehicle loads hardly affect the value of DSSM. Numerical simulation is further applied to demonstrate that the proposed index is sensitive to structural condition but insensitive to external loads. Therefore, DSSM is a good index that can exclusively characterize the hinge condition.
引用
收藏
页码:1322 / 1332
页数:11
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