期刊文献+

大跨度屋盖风压场的条件模拟方法研究

Study on conditional simulation of wind pressure fields for large-span roofs
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摘要 风荷载是大跨度屋盖的控制荷载。通常由于风洞实验测得的风压数据有限,那么利用有限的数据预测目标点的风压场就尤为重要。考虑到大跨度屋盖风压场的复杂性,本文提出了一种简单的非参数化条件模拟方法。该方法采用Karhunen-Love(简称KL)扩展将风压随机变量表示为协方差算子的本征函数。为降低变量维数,给出了KL扩展的转移分布的最邻近估计,然后通过扩展本征函数的Fourier基,并估计其扩展系数来实现对本征函数的估计,进而最终获得目标风压场。将该方法应用到大跨度结构的风压场估计中,得到了大跨度结构的风压场相关参数,计算结果与实验值符合良好,且结果表明本方法的计算效率高,误差小。这种方法有效地降低了所预测风压场变量的维数,在模拟大跨度屋盖风压场时达到了计算准确、误差小、效率高的目的。 Wind loading is the control load for large span roofs. Due to the limited wind pressure data obtained from wind tunnel tests, it is quite meaningful to predict the targeted wind pressure fields employing the limited measured data. Considering the complicated wind pressure field of large span roofs, a simplified non-parametric simulation method is proposed. Karhunen-Lo^ve (KL for short) expansion is adopted to represent wind pressure random variants as eigen-functions of covariance operator. The nearest neighbour estimator is presented for transi- tion distribution of KL expansion to reduce the variant dimensionality. Then targeted wind pressures fields are ob- tained through Fourier basis expansion of eigen-functions and estimating the expansion coefficients to perform eigen- functions estimation. The method is applied to estimate the wind pressure fields of a large span roof, and wind pres- sure field related parameters are obtained, which are coincident with those from tests, with small errors and high ef- ficiency. It is found that the proposed method effectively reduces the dimensionality of the predicted wind pressure fields, and reaches the goal of small errors, high accuracy and efficiency for simulating the wind pressure fields of large span roofs.
出处 《地震工程与工程振动》 CSCD 北大核心 2014年第6期236-242,共7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 风荷载 大跨度屋盖 风压场 条件模拟 wind loading large span roofs wind pressure fields conditional simulation
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参考文献15

  • 1GB50009-2001.建筑结构荷载规范[S].北京:中国计划出版社,2006.
  • 2Borgman L E. Irregular waves: kinematics and force[J]. The sea, Prentice Hall, Englewood Cliffs, NJ, 1990.
  • 3Kameda H, Morikawa, H. An interpolating stochastic process for simulation of conditional random fields[ J ]. Prob. Eng. Mech. 1992, 7 (4) 242 - 254.
  • 4Ramsay J O, Silverman B W, Functional Data Analysis[ M]. Second ed. , in: Springer Series in Statistics, Springer, New York, 2005.
  • 5Li Y, Hsing T, Uniform convergence rates for nonparametfic regression and principal component analysis in functional/longitudinal data [ J ]. Ann Statist. 2010,38(6) : 3321 -3351.
  • 6SH6rmann, P. Kokoszka, Weakly dependent functional data[ J ]. Ann. Statist. 2010,38 (3) : 1845 - 1884.
  • 7SHrmann, L. Horvarth, R. Reeder [ J ]. Econometric Theory, 2013:29 ( 2 ) :267 - 288.
  • 8顾明,周晅毅.神经网络方法在大跨度屋面风压研究中的应用[J].工程力学,2003,20(4):99-103. 被引量:15
  • 9傅继阳,甘泉.大跨平屋盖结构风压分布特性的神经网络模型[J].华南理工大学学报(自然科学版),2003,31(8):62-66. 被引量:7
  • 10周福,倪振华,谢壮宁.利用POD对双坡屋盖风压场预测[J].力学季刊,2005,26(2):248-256. 被引量:4

二级参考文献41

  • 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.
  • 3.GB50009-2001建筑结构荷载规范[S].北京:中国建筑工业出版社,2002..
  • 4.GB50009--2001建筑结构荷载规范[S].北京:中国建筑工业出版社,2002..
  • 5Flood I, Kartam N. Neural networks in civil engineering II: Systems and applications [ J]. ASCE J computations Civil Eng, 1994,8 (2): 149- 162.
  • 6English E C, Fricke F R. The interference index and its prediction using a neural network analysis of wind tunnel data [J]. J Wind Eng Ind Aerodyn, 1999,83:567 -575.
  • 7Chen Y, Kopp G A, Surry D. Prediction of pressure coefficients on roofs of low buildings using artificial neural networks [ J]. J Wind Eng Ind Aerodyn,2003,91: 423 -441.
  • 8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..
  • 9Azeez M F, Vakakis A F. Proper orthogonal decomposition (POD) of a class of vibroimpact oscilations [J]. Journal of Sound and Vibration, 2001, 240(4):859- 889.
  • 10Bienkiewicz B, Tamura Y, Ham H J, Ueda H, Hibi K. Proper orthogonal decomposition and reconstruction of multi-channel roof pressure[J]. J Wind Eng Ind Aerodyn, 1995, 54- 55: 369- 381.

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