Research on Wind Load Calculation Based on Identical Guarantee Rate Method

Author:

Ye Tao123ORCID,Zhu Ledong12,Tan Zhongxu1,Li Lanlan4

Affiliation:

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

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

3. China Communications Construction Second Harbor Fourth Engineering Company Ltd., Wuhu, Anhui 241000, China

4. Purple Mountain Laboratories, Nanjing 210000, Jiangsu, China

Abstract

Wind load on building surface is one of the main loads for structural design; scholars in this field have put forward some methods to calculate wind load, such as Simiu method and Kasperski method. Based on the basic theory of probability and the systematic analysis of the surrounding environment and turbulence, a random variable model for calculating wind load is established. According to the model, through the analysis of the relationship between guarantee rate and wind load, a numerical calculation method to calculate wind load is proposed based on extreme value analysis and polynomial fitting theory. To verify the performance of the algorithm, wind tunnel experiments were carried out to obtain a large number of first-hand measured data of high-rise building (Shanghai World Financial Center). Based on the measured data, the algorithm is simulated, and calculated results are analyzed, including wind pressure distribution on building and probability distribution of fluctuating wind pressure of some measuring points. The validity and accuracy of the proposed model and algorithm are verified by the comparative analysis and theoretical analysis of the calculation results.

Funder

Science and Technology Commission of Shanghai Municipality

Publisher

Hindawi Limited

Subject

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

Reference29 articles.

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5. Wind-Loading Effects on Roof-to-Wall Connections of Timber Residential Buildings

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