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Dynamic analysis of soil-structure interaction using the neural networks and the support vector machines

机译:基于神经网络和支持向量机的土-结构相互作用的动力分析

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摘要

An approach to a soil-structure interaction problem is using data-based methods (DBM's) that benefit from developing mathematical models on the experimental data. A mathematical model for the seismic analysis of soil-pile-structure (SPS) systems is built in the neural networks environment based on the existing experimental data. A network consisting of two hidden layers is proved to be the most efficient among other choices. Three sets of data are utilized for training, testing, and validation of the ANN model to avoid over fitting by cross-validation. The accuracy of the neural networks to predict the seismic behavior is enhanced by the parallel vectorial analysis technique of the support vector machines. It is shown that the model can predict the dynamic characteristics and seismic response of the soil-structure system with good accuracy in much less time compared with the finite element method. This research sets out the practical importance of trying to produce more experimental data and using DBM's in solving the complex problem of dynamic analysis of SPS systems in which due to various unknowns, enough accuracy cannot be gained with conventional analytical approaches. (C) 2015 Elsevier Ltd. All rights reserved.
机译:解决土壤-结构相互作用问题的一种方法是使用基于数据的方法(DBM),该方法得益于根据实验数据开发数学模型。基于现有实验数据,在神经网络环境中建立了土-桩-结构(SPS)系统地震分析的数学模型。在其他选择中,由两个隐藏层组成的网络被证明是最有效的。使用三组数据进行ANN模型的训练,测试和验证,以避免交叉验证过度拟合。支持向量机的并行矢量分析技术提高了神经网络预测地震行为的准确性。结果表明,与有限元方法相比,该模型能够在更短的时间内准确预测土木结构系统的动力特性和地震响应。这项研究提出了尝试产生更多实验数据并使用DBM解决SPS系统动态分析这一复杂问题的实际重要性,在该问题中,由于各种未知因素,常规分析方法无法获得足够的精度。 (C)2015 Elsevier Ltd.保留所有权利。

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