首页> 外文期刊>Applied Mathematical Modelling >Support vector regression based metamodeling for seismic reliability analysis of structures
【24h】

Support vector regression based metamodeling for seismic reliability analysis of structures

机译:基于支持向量回归的元模型用于结构地震可靠度分析

获取原文
获取原文并翻译 | 示例
       

摘要

The present study deals with support vector regression-based metamodeling approach for efficient seismic reliability analysis of structure. Various metamodeling approaches e.g. response surface method, Kriging interpolation, artificial neural network, etc. are usually adopted to overcome computational challenge of simulation based seismic reliability analysis. However, the approximation capability of such empirical risk minimization principal based metamodeling approach is largely affected by number of training samples. The support vector regression based on the principle of structural risk minimization has revealed improved response approximation ability using small sample learning. The approach is explored here for improved estimate of seismic reliability of structure in the framework of Monte Carlo Simulation technique. The parameters necessary to construct the meta model are obtained by a simple effective search algorithm by solving an optimization sub-problem to minimize the mean square error obtained by cross-validation method. The simulation technique is readily applied by random selection of metamodel to implicitly consider record to record variations of earthquake. Without additional computational burden, the approach avoids a prior distribution assumption about approximated structural response unlike commonly used dual response surface method. The effectiveness of the proposed approach compared to the usual polynomial response surface and neural network based metamodels is numerically demonstrated. (C) 2018 Elsevier Inc. All rights reserved.
机译:本研究涉及基于支撑向量回归的元建模方法,以进行结构的有效地震可靠性分析。各种元建模方法,例如响应面法,克里格插值法,人工神经网络法等通常被用来克服基于地震可靠性分析的模拟计算难题。但是,这种基于经验风险最小化原理的元建模方法的逼近能力在很大程度上受训练样本数量的影响。基于结构风险最小化原理的支持向量回归表明,使用小样本学习可以提高响应近似能力。本文在蒙特卡洛模拟技术的框架内探讨了该方法,以提高对结构抗震可靠性的估计。通过解决优化子问题,以最小化通过交叉验证方法获得的均方误差,通过简单有效的搜索算法获得构建元模型所需的参数。通过随机选择元模型,可以很容易地将模拟技术应用于隐式考虑记录来记录地震变化的记录。与通常使用的双重响应面方法不同,该方法无需额外的计算负担,避免了关于近似结构响应的先验分布假设。与通常的多项式响应面和基于神经网络的元模型相比,该方法的有效性得到了数值证明。 (C)2018 Elsevier Inc.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号