Fluctuating Wind Load Properties on the Surface of Inverted Umbrella-Shaped Membrane Structure Group

Author:

Chen Yang12ORCID,Yu Zhixiang1ORCID,Chen Xiaoxiao1ORCID,Liu Zhixiang3ORCID,He Huan1ORCID

Affiliation:

1. School of Civil Engineering, Southwest Jiaotong University, No. 111, North Section 1, Second Ring Road, Chengdu 610031, P. R. China

2. Wind Engineering Key Laboratory of Sichuan Province, No. 111, North Section 1, Second Ring Road, Chengdu 610031, P. R. China

3. School of Civil Engineering, Nanhua University, 28 West Changsheng Road, Hengyang 421001, P. R. China

Abstract

In the ABL wind tunnel, three inverted umbrella-shaped membrane structure groups were subjected to simultaneous pressure measurement model test. Time series of the fluctuating wind pressure were collected from 24 different wind angles. Upon examining the correlation coefficient of the fluctuating wind pressure between the upper and lower surfaces at the same pressure tap, it was discovered that the fluctuating wind pressure of the upwind roof exhibited asynchronous changes, which is a characteristic of a negative correlation area and has detrimental effects on the structure’s wind resistance. The local areas with non-Gaussian properties were evaluated by analyzing the probability density function of representative pressure taps. The mechanism behind non-Gaussian wind pressure was elucidated through considerations of the central limit theorem and spatial correlation of fluctuating wind pressure. This study introduces a quantitative classification criterion for identifying the non-Gaussian distribution area of fluctuating wind pressure, setting the threshold at an 80% cumulative probability for both skewness and kurtosis. The analysis showed that the steady airflow of the structure corresponds to the Gaussian distribution area, while the non-Gaussian distribution area is primarily concentrated at the front edge of the upwind roof and the rear edge of the downwind roof. To ascertain the peak factor for the non-Gaussian distribution, the improved peak factor method was utilized, providing insights into the range of peak factor in the non-Gaussian distribution area of this particular roof configuration. This information serves as a foundation for the wind resistance design of this structure.

Funder

National Natural Science Foundation of China

Publisher

World Scientific Pub Co Pte Ltd

Subject

Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Building and Construction,Civil and Structural Engineering

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