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| Real-time method for structural load and parameters’ joint identification based on GDF method |
| WAN Zhimin1,3,WANG Ting2,LI Lin3,LU Qiongye1 |
1. School of Vehicle and Transportation Engineering, Nantong Vocational university, Nantong 226007, China;
2. School of Mechanical Engineering, Nantong Vocational University, Nantong 226007, China;
3. School of Mechanical Science and Engineering, Huazhong University of Science and Technology, Wuhan 430074, China |
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Abstract Structural load and parametric identification are important contents in structural dynamics field. At present, there are some studies focusing on joint identification of them. The extended GDF (EGDF) method presented here by the authors has the ability to continuously identify unknown loads and parameters. However, it is necessary to know acceleration responses at locations unknown loads exerted on. Besides, like other identification methods based on the least square, the EGDF method has low frequency drift phenomena of identified unknown loads and displacements. Here, a modified method was proposed to convert this recognition problem into the recognition of modal displacements and modal loads in modal space, and then the modal truncation technique was used to obtain the real-time EGDF method. Furthermore, taking displacement and acceleration as measured responses, the data fusion technique was used to solve low frequency drift problems in identification results.
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Received: 10 January 2018
Published: 28 June 2019
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[1] 马超，华宏星. 基于改进正则化方法的状态空间载荷识别技术[J]. 振动与冲击, 2015, 34(11): 146-149.
MA Chao, HUA Hong-Xing. State space load identification technique based on an improved regularized method [J]. Journal of Vibration and Shock, 2015, 34(11): 146-149.
[2] 马超，华宏星. 正则化技术在状态空间载荷识别中的应用 [J]. 振动. 测试与诊断, 2014, 34(6): 1154-1158.
MA Chao, HUA Hong-xing. State space force identification based on regularization technique [J]. Journal of Vibration, Measurement & Diagnosis, 2014, 34(6): 1154-1158.
[3] Liu X, Escamilla-Ambrosio PJ, Lieven N. Extended Kalman filtering for the detection of damage in linear mechanical structures [J]. Journal of Sound and Vibration, 2009, 325(4): 1023-1046.
[4] Liu J, Sun X, Han X, Jiang C, Yu D. A novel computational inverse technique for load identification using the shape function method of moving least square fitting [J]. Computers & Structures, 2014,144: 127-137.
[5] 韩旭，刘杰，李伟杰，赵卓群. 时域内多源动态载荷的一种计算反求技术[J]. 力学学报, 2009, 41(4): 595-602.
HAN Xu, LIU Jie, LI Weijie, ZHAO Zhuoqun. A computational iinverse technique for reconstruction multisource loads in time domain [J]. Chinese Journal of Theoretical and Applied Mechanics, 2009, 41(4): 595-602.
[6] 杨智春，贾有. 动载荷的识别方法[J]. 力学进展, 2015
: 29-54
YANG Zhi-chun, JIA You. The identification of dynamic loads [J]. Advances in Mechanics, 2015: 29-54.
[7] Yang JN, Pan S, Huang H. An adaptive extended Kalman filter for structural damage identifications II: unknown inputs [J]. Structural Control and Health Monitoring, 2007, 14(3): 497-521.
[8] Lei Y, Jiang Y, Xu Z. Structural damage detection with limited input and output measurement signals [J]. Mechanical Systems and Signal Processing, 2012, 28: 229-243.
[9] Lei Y, Wu Y, Li T. Identification of non-linear structural parameters under limited input and output measurements [J]. International Journal of Non-Linear Mechanics, 2012, 47(10): 1141-1146.
[10] Naets F, Croes J, Desmet W. An online coupled state/input/parameter estimation approach for structural dynamics [J]. Computer Methods in Applied Mechanics and Engineering, 2015, 283: 1167-1188.
[11] Wan Z, Wang T, Huang Q, et al. Simultaneous excitation and parameter identification for non-linear structural systems [J]. Journal of Vibroengineering, 2017, 19(6): 3968-3980.
[12] Azam S.E., Chatzi. E.. Papadimitriou C. A dual Kalman filter approach for state estimation via output-only acceleration measurements [J]. Mechanical Systems and Signal Processing. 2015, 60: 866-886.
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