A Conditional Simulation Method for Predicting Wind Pressure Fields of Large-Span Spatial Structures

Author:

Sun Fangjin123ORCID,Liu Tiantian4ORCID,Zhang Daming56ORCID,Xu Zhonghao4ORCID

Affiliation:

1. Guangxi Key Laboratory of New Energy and Building Energy Saving, Guilin 541004, China

2. Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin 541004, China

3. College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, China

4. College of Civil Engineering, Liaoning Technical University, Fuxin 123000, China

5. Guangxi Key Laboratory of Embedded Technology and Intelligence, Guilin 541006, China

6. College of Information Science and Engineering, Guilin University of Technology, Guilin 541006, China

Abstract

Wind load is among the control loads for large-span spatial structures. Wind tunnel test is one of the commonly used methods for measuring wind pressure fields of different kinds of structures. However, due to the limited wind pressure data obtained from wind tunnel testing, it is quite meaningful to employ the limited measured data to predict the unknown wind pressure at target points. Considering the complexity of wind pressure fields of large-span spatial structures, a simplified nonparametric method based on conditional simulation is proposed to predict the unknown pressures using the existing data. The Karhunen–Loève (KL for short) expansion is employed to represent wind pressure random variants as eigenfunctions of the covariance operator. To reduce the variant dimensionality, the nearest neighboring estimator is given for the transition distribution of the KL expansion. The targeted wind pressure fields are obtained by expanding the Fourier basis of the eigenfunction and estimating its expansion coefficients. The proposed method is applied to estimate wind pressures on a gable roof building. The relevant parameters of the wind pressure field are obtained, and the results compare well with those from wind tunnel testing, with higher efficiency. The proposed method effectively reduces the dimensionality of the predicted wind pressures, with reduced errors, higher accuracy, and increased efficiency.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Mechanical Engineering,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Condensed Matter Physics,Civil and Structural Engineering

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