Real-time cable force identification based on block recursive Capon spectral estimation method

被引:4
作者
Yu, Xuewen [1 ]
Dan, Danhui [1 ,2 ,3 ]
机构
[1] Tongji Univ, Sch Civil Engn, 1239 Rd, Shanghai 200092, Peoples R China
[2] Tongji Univ, Key Lab Performance Evolut & Control Engn Struct, Minist Educ, 1239 Rd, Shanghai 200092, Peoples R China
[3] Tongji Univ, Room 709,Bridge Bldg,1239 Siping Rd, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
Real-time cable force identification; Block recursive capon method; Spectral estimation; Automatic frequency extraction; STAY CABLES; TENSION; FORMULAS; BRIDGES; SYSTEM;
D O I
10.1016/j.measurement.2023.112664
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Cables are critical force-bearing components of cable-supported structures that greatly influence structure security. The changes in cable forces can reflect the cable service state and provide an important basis for structural health assessment. This paper proposes a method for real-time cable force identification (CFI) to tracking its varying rules. First, a recursive Capon method based on block updating is derived to estimate the amplitude spectrum at each observation moment. Second, determine the natural frequency (and corresponding mode order) in the transformed frequency domain and calculate the cable tension according to related formulas. Proper algorithm optimization and parameter selection are studied to ensure that the calculation cost meets the real-time requirement of CFI. The proposed method is applied to an experimental cable and the cables of a half-through arch bridge for validation.
引用
收藏
页数:16
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