An Experimental Study of Non-Gaussian Properties of Tornado-like Loads on a Low-Rise Building Model

Author:

Yang Hanzhang1,Cao Shuyang12ORCID

Affiliation:

1. College of Civil Engineering, Tongji University, Shanghai 200092, China

2. State Key Lab of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

Abstract

This paper focuses on the non-Gaussian properties of tornado pressure loading on a Texas Tech University (TTU) building model. External pressures of the model were measured at multiple radial positions in a two-celled tornado-like vortex generated by a tornado-like vortex simulator. High-order statistical moments of pressure coefficients were studied. The spatial distributions of non-Gaussian zones were presented and compared with the figure for boundary layer wind. Four exponential models were used to fit the probability density of tornado pressures. The peak factors obtained by five methods were also investigated. Results indicate that non-Gaussian regions of a low-rise building in a tornado-like vortex significantly differ from that in boundary layer wind. The peak pressure coefficients exhibit a maximum value near the end of windward eaves when the model is located at a tornadic core radius. The probability density of tornado pressure time series cannot be fitted by a single exponential distribution. The gamma distribution and generalized extreme value (GEV) distribution can describe the probabilistic behavior of pressure coefficients at the most unfavorable load position. Compared with other methods, the skewness-dependent peak factor method exhibits the advantages of reliable results, easy calculation, and wide applicability.

Funder

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference27 articles.

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4. Tieleman, H.W., and Reinhold, T.A. (1976). Wind Tunnel Model Investigation for Basic Dwelling Geometries, Department of Engineering Science & Mechanics.

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