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运用改进的遗传算法进行框架结构损伤检测

Application study of an improved genetic algorithm for frame structure damage detection

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【作者】 尹涛朱宏平余岭

【Author】 YIN Tao~(1,2),ZHU Hong-ping~1,YU Ling~(1,2)(1.School of Civil Engineering & Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China;2.Blasting and Vibration Department,Changjiang River Scientific Research Institute,Wuhan 430010,China)

【机构】 华中科技大学土木工程与力学学院华中科技大学土木工程与力学学院 湖北武汉430074长江科学院爆破与振动研究所湖北武汉430010湖北武汉430074

【摘要】 运用一种改进的遗传算法来进行结构的损伤检测研究。该方法在传统遗传算法的变异算子里引入了一种被称为零变异率因子的参数,使得种群中时刻保持一定数量的零值元素,即相当于用结构的损伤只是发生在局部这个信息约束了传统的遗传算法,从而使得检测的结果更加准确。通过对某一框架模型试验数据的损伤检测研究,证明了该方法应用于实际工程结构的可行性,同时阐明了实际应用中的若干重要问题。

【Abstract】 Although general genetic algorithm(GGA) has a powerful global-searching capacity,there exist some difficulties when applied to large and complex structures because of its blindness existed in searching.In order to overcome its shortcomings,an improved genetic algorithm(IGA),for which a zero mutation ratio factor(ZMRF) is added to the mutation operator of general genetic algorithm (GGA),is adopted in this paper for the damage detection.In order to obtain more accurate and reliable results,a certain number of zero elements in population of each generation are kept in this method,which is in fact a kind of GGA under a constraint condition presented as an auxiliary information such that damage always occurs locally.A laboratory frame structure with bolted joints is adopted as an example to demonstrate the feasibility of this method,and some related important issues existed in real applications are also illuminated at the same time.

【基金】 国家自然科学基金资助项目(50378041);水利部科技创新基金资助项目(SCX2003-18)
  • 【文献出处】 振动工程学报 ,Journal of Vibration Engineering , 编辑部邮箱 ,2006年04期
  • 【分类号】TU311.4
  • 【被引频次】27
  • 【下载频次】347
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