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基于回归神经网络的大跨度结构风压场预测 被引量:1

Prediction of wind pressure field for large-span roofs based on recurrent neural networks
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摘要 为提高计算效率并降低存储耗时,提出一种局部回归神经网络方法用来预测大跨度结构风压场。将原有整体优化问题分解为神经元层的子问题进行处理,基于在线学习方法中的递归预报误差法对局部回归神经网络进行训练。首先给出了整体递归预报误差算法,对所有可调权进行同步处理,然后将整体优化问题分解为子问题推导出局部回归神经网络,在更新递归过程中使用二阶信息。将该方法应用于大跨度屋盖的风压预测中,并将计算结果与传统神经网络计算结果进行了比较。结果表明,本文方法的计算误差小,收敛速度快,达到了提高计算效率和降低存储耗时的目的。提出的局部回归神经网络方法为大跨度结构风压场的预测提供了准确高效的方法。 To improve computing efficiency and reduce storage time,a local recurrent neural network is proposed to predict the wind pressure field of large-span roofs. The original global optimization problem is divided into a series of sub-problems in neuron layer,and the local recurrent neural networks are trained on the basis of the recursive prediction error among on-line training methods. Firstly,the global recursive prediction error algorithm is presented with all tunable weights disposed simultaneously. Then the global optimization problem is divided into sub-problems to derive local recurrent neural networks and the second order information is employed during the updating recurrent process. The proposed method is applied to wind pressure prediction of large span roofs. Results from the current method are compared with those from traditional neural networks. The results show that the present method exhibits small error and rapid convergence,achieving the goal of improving computation efficiency and reducing storage time. The method is an effective one for predicting wind pressure field of large-span roofs.
出处 《地震工程与工程振动》 CSCD 北大核心 2014年第5期180-187,共8页 Earthquake Engineering and Engineering Dynamics
基金 国家自然科学基金项目(51108345) 同济大学土木工程防灾国家重点实验室开放基金项目(SLDRCE-MB-04) 辽宁省教育厅基金一般项目(L2013134)
关键词 回归神经网络 在线学习 递归预报误差法 大跨度结构 风压场 recurrent neural networks on-line learning recursive prediction error large-span roofs wind pressure field
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  • 1董聪,郦正能,夏人伟,何庆芝.多层前向网络研究进展及若干问题[J].力学进展,1995,25(2):186-196. 被引量:47
  • 2孙晓颖,武岳,沈世钊.鞍形屋盖平均风压分布特性的数值模拟研究[J].工程力学,2006,23(10):7-14. 被引量:26
  • 3王士同.神经模糊系统及其应用[M].北京:北京航空航天大学出版社,1997.265-307.
  • 4魏锦魁.深圳会议展览中心建筑设计国际竞标方案集[M].北京:中国建筑工业出版社,1999..
  • 5.GB50009-2001建筑结构荷载规范[S].北京:中国建筑工业出版社,2002..
  • 6.GB50009--2001建筑结构荷载规范[S].北京:中国建筑工业出版社,2002..
  • 7Stathopoulos T.Wind loads on low buildings:in the wake of Alan Davenport's contributions[J].Journal on Wind Engineering and Industrial Aerodynamics,2003,91:1565.
  • 8Kasperski M.A consistent model for the codification of wind loads[J].Journal on Wind Engineering and Industrial Aerodynamics,2007,95:1114.
  • 9Blackmore P A,Tsokri E.Wind loads on curved roofs[J].Journal on Wind Engineering and Industrial Aerodymmics,2006,94:833.
  • 10Suresh K,Stathopoulos T.Wind loads on low building roofs:a stochastic perspective[J].Journal of Structural Engineering,2000,126(8):944.

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