Precession and Structural Parameter Estimation of the Cone-shaped Warhead Based on the Micro-Doppler

2011 ◽  
Vol 33 (10) ◽  
pp. 2413-2419 ◽  
Author(s):  
Xiao-hai Zou ◽  
Xiao-feng Ai ◽  
Yong-zhen Li ◽  
Feng Zhao ◽  
Shun-ping Xiao
2018 ◽  
Vol 10 (8) ◽  
pp. 168781401879559 ◽  
Author(s):  
Min Xiang ◽  
Feng Xiong ◽  
Yuanfeng Shi ◽  
Kaoshan Dai ◽  
Zhibin Ding

Engineering structures usually exhibit time-varying behavior when subjected to strong excitation or due to material deterioration. This behavior is one of the key properties affecting the structural performance. Hence, reasonable description and timely tracking of time-varying characteristics of engineering structures are necessary for their safety assessment and life-cycle management. Due to its powerful ability of approximating functions in the time–frequency domain, wavelet multi-resolution approximation has been widely applied in the field of parameter estimation. Considering that the damage levels of beams and columns are usually different, identification of time-varying structural parameters of frame structure under seismic excitation using wavelet multi-resolution approximation is studied in this article. A time-varying dynamical model including both the translational and rotational degrees of freedom is established so as to estimate the stiffness coefficients of beams and columns separately. By decomposing each time-varying structural parameter using one wavelet multi-resolution approximation, the time-varying parametric identification problem is transformed into a time-invariant non-parametric one. In solving the high number of regressors in the non-parametric regression program, the modified orthogonal forward regression algorithm is proposed for significant term selection and parameter estimation. This work is demonstrated through numerical examples which consider both gradual variation and abrupt changes in the structural parameters.


2006 ◽  
Vol 14 (4) ◽  
pp. 351-363 ◽  
Author(s):  
P. M. Trivailo ◽  
G. S. Dulikravich ◽  
D. Sgarioto ◽  
T. Gilbert

2010 ◽  
Vol 409 (4) ◽  
pp. 1379-1392 ◽  
Author(s):  
Vinu Vikram ◽  
Yogesh Wadadekar ◽  
Ajit K. Kembhavi ◽  
G. V. Vijayagovindan

2001 ◽  
Vol 16 (1) ◽  
pp. 12-27 ◽  
Author(s):  
Masoud Sanayei ◽  
Behnam Arya ◽  
Erin M. Santini ◽  
Sara Wadia-Fascetti

2007 ◽  
Vol 37 (2) ◽  
pp. 323-343 ◽  
Author(s):  
Chi Ho Lo ◽  
Wing Kam Fung ◽  
Zhong Yi Zhu

A generalized estimating equations (GEE) approach is developed to estimate structural parameters of a regression credibility model with independent or moving average errors. A comprehensive account is given to illustrate how GEE estimators are worked out within an extended Hachemeister (1975) framework. Evidenced by results of simulation studies, the proposed GEE estimators appear to outperform those given by Hachemeister, and have led to a remarkable improvement in accuracy of the credibility estimators so constructed.


Author(s):  
R. Garrido ◽  
F.J. Rivero-Angeles ◽  
J.C. Martinez-Garcia ◽  
R. Martinez-Guerra ◽  
B. Gomez-Gonzalez

Author(s):  
K. Christodoulou ◽  
C. Papadimitriou

The structural parameter estimation problem based on measured modal data is formulated as a multi-objective optimization problem in which modal metrics measuring the fit between measured and model predicted groups of modal properties are simultaneously minimized to obtain all Pareto optimal structural models consistent with the measured data. Equivalently, the multiple Pareto optimal models can be obtained by minimizing a single metric formed as a weighted average of the multiple metrics. The Pareto optimal models are obtained by varying the values of the weights. The optimal values of the parameters are sensitive to the values of the weighting factors. A Bayesian statistical framework is used to provide a rational choice of the optimal values of the weight factors based on the available data. It is shown that the optimal weight values for each group of modal properties are asymptotically, for large number of data, inversely proportional to the optimal prediction errors of the corresponding modal group. Two algorithms are proposed for obtaining simultaneously the optimal weight values and the corresponding optimal values of the structural parameters. The proposed framework is illustrated using simulated data from multi-DOF spring-mass chain structure. In particular, compared to conventional parameter estimation techniques that are based on pre-selected values of the weights, it is demonstrated that the optimal structural models proposed by the methodology are significantly less sensitive to large model errors or bad measured modal data, known to affect optimal selection.


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