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论文类型： 期刊论文

发表时间： 2015-07-07

发表刊物： JOURNAL OF SOUND AND VIBRATION

收录刊物： SCIE、EI

卷号： 347

页面范围： 139-149

ISSN号： 0022-460X

摘要： In connection with the nonstationarity of the huge offshore structure monitoring data, a method of constructing structure free response based on the non stationary response data is proposed. This method uses a unilateral moving average to stabilize loads and the response data in the dynamic model of the multi-degree-of-freedom (mdof) structure, analyzes spectral characteristics of moving averages in some orders, researches filtering effects when the order q = 1 (difference) and q > 1 and constructs the free vibration equation of the structure by the random decrement technique (PDT). Through the identification of the second order linear system simulation model, a comparison of modal parameters with the theoretical values is given, which are identified by different methods, and it shows good effects on the analysis of non stationary response data using this method. Finally, the method is applied to the mode identification of the Floating Production Storage and Offloading (FPSO) single point mooring structure, the distribution of the modal parameters of single point mooring structure is analyzed and modal parameters identified by different values of q are compared. (C) 2015 Elsevier Ltd. All rights reserved.