期刊文献+

基于神经网络的大跨度屋盖非高斯风压场模拟方法 被引量:1

Non-Gaussian Wind Field Simulation Method for Large-span Roofs Based on Neural Networks
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摘要 采用径向基函数神经网络(Radical Basis Function Neutral Networks,简称RBF神经网络)来模拟大跨度结构的非高斯风压场.根据某大跨度结构的形式特点,将结构风场看成是屋面位置和时间的函数,将风压场分解为一系列径向基函数.再利用单调非线性无记忆转换映射和RBF中获得的风场函数定义向量过程,从而将非高斯场的模拟转换为互相关高斯过程的模拟.将RBF神经网络应用于一大跨度屋盖的非高斯场模拟,得到结构上非高斯风压场的分布.结果对比表明,RBF神经网络模拟非高斯风压场具有较高的准确性.该方法可直接利用RBF神经网络的输出结果,避免推导高斯过程和非高斯过程的关系式,因此具有较高的效率.RBF神经网络模拟非高斯风压场在准确性和效率上均具有显著优势. Radical basis function neural networks(RBF neural networks for short) are adopted to simulate numerically non-Gaussian wind field of large-span roofs.According to properties of a large-span roof,the wind field is considered as the function of position and time,decomposed into a series of radical basis functions.And monotonic nonlinear memoryless transformation mapping and wind field function obtained from RBF neural networks are combined to define a transformation vector process,with which non-Gaussian process is transformed to Gaussian process for simulation.The proposed RBF neural networks are applied to the simulation of non-Gaussian wind field of a large-span roof.And the non-Gaussian wind field distribution on the roof is obtained.Comparison of results shows that RBF neural networks are highly accurate when simulating non-Gaussian wind filed.The method can make direct use of the outputs of RBF neural networks,without deriving formula between non-Gaussian process and Gaussian process.Thus,RBF neural networks have obvious edge in simulating non-Gaussian wind field of large-span roofs,both in accuracy and efficiency.
出处 《郑州大学学报(工学版)》 CAS 北大核心 2011年第4期13-17,共5页 Journal of Zhengzhou University(Engineering Science)
基金 国家自然科学基金资助项目(51078225) 辽宁工程技术大学博士启动基金(09139)
关键词 RBF神经网络 大跨度结构 非高斯过程 风压场模拟 转换向量过程 RBF neural network large-span roof non-Gaussian process wind field simulation transformation vector process
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参考文献9

  • 1HOLMES J D. Non-Gaussian characteristics of wind pressure fluctuations[ J]. Wind Engrg. and Industrial Aerodynamics Amsterdam, 1981 ,7 : 103 - 108.
  • 2KAWAI H. Pressure fluctuations on square prisms-Ap- plicability of strip and quasi-steady theories [ J ~. Wind Engrg. and Industrial Aerodynamics, Amsterdam, 1983,13:197-208.
  • 3STATHOPOULOS T. PDF of wind pressures on low- rise buildings[ J ]. Journal of Structural Engineering, ASCE, 1980,106(5) :973 -990.
  • 4GURLEY K R, KAREEM A. Simulation of a class of non-normal random processes [ J ]. International Journal of Non-linear Mechanics, 1996, 31 ( 5 ) : 601 - 617.
  • 5HOLMES J D, COCHRAN L S. Probability distributions of extreme pressure coefficients [J]. Journal of Wind Engineering Industrial Aerodynamics,2003,91 : 893 - 901.
  • 6WINTERSTEIN S R. Nonlinear vibration models for extremes and fatigue [ J ]. Journal of Engineering Me- chanics, 1988,114(10) :1772 - 1790.
  • 7李璟,韩大建.屋盖结构非高斯风压场两步快速模拟法研究[J].建筑结构学报,2010,31(4):78-85. 被引量:5
  • 8田森源,楼文娟,王高帆,沈国辉,孙炳楠,周嵘.杭州大剧院风压分布的风洞试验研究[J].实验力学,2004,19(1):6-12. 被引量:6
  • 9GRIGORIU M. Applied non-Gaussian processes: examples, theory, simulation, linear random vibration and MATLAB solutions [ M ]. Englewood Cliffs, N J: Prentice-Hall, 1995.

二级参考文献17

  • 1楼文娟,孙炳楠,傅国宏,洪滔,唐锦春.复杂体形高层建筑表面风压分布的特征[J].建筑结构学报,1995,16(6):38-44. 被引量:41
  • 2倪振华,江棹荣,谢壮宁.本征正交分解技术及其在预测屋盖风压场中的应用[J].振动工程学报,2007,20(1):1-8. 被引量:15
  • 3韩大建,曾宪武.佛山世纪莲体育中心张拉索膜结构找形分析、静力分析和风振动力分析报告[R].广州:华南理工大学城市建设研究中心,2005.
  • 4Stathopoulos T. PDF of wind pressures on low-rise buildings [ J ]. Journal of Structural Engineering, ASCE, 1980, 106(5) : 973-990.
  • 5Kumar K S, Stathopoulos T. Wind loads on low building roofs: A stochastic perspective [ J ]. Journal of Structural Engineering, ASCE, 2000, 126 ( 8 ) : 944- 956.
  • 6Cope A D, Gurley K R. Low-rise gable roof wind loads : Characterization and stochastic simulation [ J ].Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93: 719-738.
  • 7Yamazaki F, Shinozuka M. Digital generation of non-Gaussian stochastic fields [ J ]. Journal of Engineering Mechanics, ASCE, 1988, 114(7): 1183-1197.
  • 8Gurley K R, Kareem A. A conditional simulation of non-normal velocity/pressure fields [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1998, 77-78 : 39-51.
  • 9Deodatis G, Micaletti R C. Simulation of highly skewed non-Gaussian stochastic processes [ J ]. Journal of Engineering Mechanics, ASCE, 2001, 127 ( 12 ) : 1284-1295.
  • 10Gioffre M, Gusella V. Non-Gaussian wind pressure on prismatic buildings. Ⅱ : Numerical simulation [ J ]. Journal of Structural Engineering, ASCE, 2001, 127 (9) : 990-995.

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