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Performance evaluation of modified genetic and swarm-based optimization algorithms in damage identification problem

机译:改进的遗传和群体优化算法在损伤识别中的性能评估

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摘要

An experimental verification of a damage detection process using novel optimization techniques such as modifiednreal coded genetic algorithms and swarm-based algorithms is presented. Here, the objective function is defined asnthe sum of differences of the modal frequencies between intact and stiffness damaged state, which has to benminimized to identify the damage location and its severity in the process of model updating. In addition to thenstructural or damage variables such as the mass or stiffness of the numerical model, the profiles of modal frequencynshifts are also damage-sensitive features. The iterative process that uses the proposed population-based optimizationnalgorithms successfully identifies the local mass change of a test structure by updating the damage variables tonfit the modal data of test structures such as a cantilevered beam and multibay truss frame. Copyright © 2011 JohnnWiley & Sons, Ltd.
机译:提出了使用新颖的优化技术(例如,改进的nreal编码遗传算法和基于群体的算法)对损坏检测过程进行的实验验证。在此,目标函数定义为完整状态和刚度损坏状态之间的模态频率差之和,在模型更新过程中必须最小化该频率以识别损坏位置及其严重性。除了诸如数值模型的质量或刚度之类的结构变量或损伤变量之外,模态频移的分布图也是对损伤敏感的特征。使用建议的基于种群的优化算法的迭代过程通过更新损伤变量tonfit测试结构的模态数据(例如悬臂梁和多机架桁架),成功地确定了测试结构的局部质量变化。版权所有©2011 JohnnWiley&Sons,Ltd.

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