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A Rough Set-Based Revised Counter-Propagation Network Model for Structural Damage Identification

机译:基于粗糙集的修正反向传播网络模型用于结构损伤识别

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In order to make full use of redundant, complementary and uncertain informationrnand thus assess the structural health states from a structural health monitoringrnsystem, a new damage identification method by integrating with rough set andrnrevised counter-propagation network (RCPN) model is proposed in this paper. Inrnthis method, rough set is used to deal with data so as to reduce the uncertainties andrnthe spatial dimensions of data firstly; then the current CPN model is revised so as tornimprove the capabilities of processing uncertainties and classification, and thernRCPN model is used to identify damage. To validate the method proposed, sixrnpatterns from a steel frame are identified finally, and the effect of measurementrnnoise, of network models and of data without processing by rough set on damagernidentification results are also investigated. The results show that the proposedrnmethod not only reduces the spatial dimension of data, but also has preferablerndamage identification capability and robustness.
机译:为了充分利用冗余,互补和不确定的信息,从而从结构健康监测系统中评估结构健康状态,提出了一种与粗糙集和修正后的反向传播网络(RCPN)模型相集成的损伤识别新方法。在这种方法中,首先使用粗糙集来处理数据,以减少不确定性和数据的空间维度。然后修改当前的CPN模型,以提高处理不确定性和分类的能力,并使用rnRCPN模型识别损坏。为了验证该方法的有效性,最后从钢框架中识别出六种模式,并研究了测量噪声,网络模型和未经粗集处理的数据对损伤识别结果的影响。结果表明,该方法不仅减小了数据的空间尺寸,而且具有较好的损伤识别能力和鲁棒性。

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