Abstract:Since the traditional Jaya algorithm may have the disadvantages of poor computational accuracy, slow convergence speed, easy to be trapped into local optimum and premature convergence. To enhance the performance of Jaya algorithm, an improved Jaya algorithm is proposed by introducing Hammersley sequence initialization, Lévy flight search and experience-based learning strategy. In addition, the combined correlation function is obtained by calculating all cross-correlation functions of acceleration responses. On this basis, a structural damage identification method based on improved Jaya algorithm and combined correlation function is proposed, and its effectiveness is verified by multiple degree-of-freedom shear-type structure under random excitation. Besides, the effects of optimization algorithms, noise levels, sampling frequencies, sampling duration, data points, number of sensors and modelling error on damage identification results are discussed. The computational results demonstrate that compared with genetic algorithm and Jaya algorithm, the improved Jaya algorithm can better achieve the balance between global search and local search, accelerate convergence speed and improve identification accuracy; the proposed identification method based on improved Jaya algorithm and combined correlation function can still accurately identify the location and extent of structural damages even with 20% noise contaminated responses.
张广才,赵文龙,万春风. 基于改进Jaya算法和组合相关函数的结构损伤识别[J]. 振动与冲击, 2023, 42(20): 300-308.
ZHANG Guangcai, ZHAO Wenlong, WAN Chunfeng . Structural damage identification based on an improved Jaya algorithm and a combined correlation function. JOURNAL OF VIBRATION AND SHOCK, 2023, 42(20): 300-308.
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