Further Analysis of Non-Gaussian Wind Pressure Peak Factor Calculation

Author:

Ye Tao123ORCID,Zhu Ledong123,Tan Zhongxu1,Li Lanlan4

Affiliation:

1. State Key Laboratory of Disaster Reduction, Civil Engineering, Tongji University, Shanghai 200092, China

2. Key Laboratory of Transport Industry of Bridge Wind Resistance Technology (Shanghai), Tongji University, Shanghai 200092, China

3. Department of Bridge Engineering, Tongji University, Shanghai 200092, China

4. Purple Mountain Lab, Nanjing 211100, China

Abstract

The wind pressure time history of high-rise building cladding is mostly non-Gaussian distribution, and there is a one-to-one correspondence between a specified guarantee rate and its corresponding peak factor. A stepwise search method for calculating the peak factor of non-Gaussian wind pressure and a gradual independent segmentation method for extracting independent peak values have been proposed to determine the relationship accurately in the previous study. Based on the given experiment and calculation results in the existing research results, more analysis can be given to enrich the study on this topic. In this paper, some characteristics of wind pressure coefficient time series in time and frequency domain are analysed. Based on the basic theory of fractal, the R/S analysis of wind pressure time series is made, and the fractal characteristics of wind pressure coefficient time series are explained. Based on the statistical theory, the relationship characteristics between high-order statistics and peak factors are studied. The correlation between the guarantee rate and the corresponding peak factor is analysed, and the guarantee rates calculated by the Davenport peak factor method are evaluated. The power spectrum characteristics of fluctuating wind pressure are analysed and the relationship between turbulence characteristic frequency and optimal observation time interval is discussed.

Funder

Fostering Project of Innovation Team in Interdisciplinary Areas of Shanghai Science and Technology Commission

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Reference19 articles.

1. Numerical Statistic Approach for Peak Factor of Non-Gaussian Wind Pressure on Building Claddings

2. ChenB.Probability characteristics and extreme values of wind pressure on roofs of typical low-rise buildings2008Shanghai, ChinaTongji UniversityMaster Degree Thesis

3. WuD.Study on wind effect uncertainty and wind-resistant design of large-span roofs2012Harbin, ChinaHarbin Institute of TechnologyPh.D. Thesis

4. Comparative Study on Non-Gaussian Characteristics of Wind Pressure for Rigid and Flexible Structures

5. Airflow Patterns around Obstacles with Large-Span Shallow Shell Roof: Wind Tunnel Measurements and Direct Simulation

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3